Structural Report

User Report 2HOTEL BUILDING

Model File: HOTEL, Revision 06/5/2016

Table of Contents

1. Structure Data 4

1.1 Story Data 4

1.2 Mass 4

2. Properties 6

2.1 Materials 6

2.2 Frame Sections 6

2.3 Shell Sections 6

3. Assignments 7

3.1 Joint Assignments 7

4. Loads 8

4.1 Load Patterns 8

4.2 Applied Loads 8

4.2.1 Line Loads 8

4.3 Load Combinations 15

5. Analysis Results 19

5.1 Structure Results 19

5.2 Story Results 20

6. Design Data 28

6.1 Concrete Frame Design 28

List of Tables Table 1.1 Story Data 4

Table 1.2 Mass Source 4

Table 1.3 Centers of Mass and Rigidity 4

Table 1.4 Mass Summary by Diaphragm 4

Table 1.5 Mass Summary by Story 5

Table 2.1 Material Properties - Summary 6

Table 2.2 Frame Sections - Summary 6

Table 2.3 Shell Sections - Summary 6

Table 3.1 Joint Assignments - Restraints 7

Table 4.1 Load Patterns 8

Table 4.2 Frame Loads - Distributed 8

Table 4.3 Load Combinations 15

Table 5.1 Base Reactions 19

Table 5.2 Centers of Mass and Rigidity 20

Table 5.3 Story Drifts 20

Table 6.1 Concrete Frame Preferences - IS 456-2000 28

Table 6.2 Concrete Column Overwrites - IS 456-2000 28

Table 6.3 Concrete Beam Overwrites - IS 456-2000 34

Table 6.4 Concrete Column PMM Envelope 38

Table 6.5 Concrete Column Shear Envelope 44

Table 6.6 Concrete Beam Flexure Envelope 50

Table 6.7 Concrete Beam Shear Envelope 63

Table 6.8 Concrete Joint Envelope 76

Structure Data 6/5/2016

1 Structure DataThis chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity.

1.1 Story Data

Table 1.1 - Story Data

Name Heightmm

Elevationmm

Master Story

Similar To

Splice Story

Story6 3050 18300 No None NoStory5 3050 15250 No None NoStory4 3050 12200 No Story1 NoStory3 3050 9150 No Story1 NoStory2 3050 6100 No Story1 NoStory1 3050 3050 Yes None NoBase 0 0 No None No

1.2 Mass

Table 1.2 - Mass Source

NameInclude Elemen

ts

Include Added Mass

Include Loads

Include Lateral

Include Vertical

Lump at

StoriesIsDefau

lt Load Pattern Multiplier

MsSrc1 No Yes Yes Yes No Yes Yes SELF WEIGHT 1MsSrc1 No Yes Yes Yes No Yes Yes LIVE 1 0.25

MsSrc1 No Yes Yes Yes No Yes YesDEAD [Floor

finishes / Plasters]

1

MsSrc1 No Yes Yes Yes No Yes Yes DEAD [WALL 120] 1

MsSrc1 No Yes Yes Yes No Yes Yes DEAD [WALL 230] 1

MsSrc1 No Yes Yes Yes No Yes Yes PARAPET 1

Table 1.3 - Centers of Mass and Rigidity

Story Diaphragm

Mass Xkg

Mass Ykg

XCMm

YCMm

Cumulative X

kg

Cumulative Y

kgXCCM

mYCCM

mXCR

mYCR

m

Story6 D1 14802.87

14802.87 7.952 10.0355 14802.8

714802.8

7 7.952 10.0355

Story5 D1 151356.14

151356.14 4.9604 9.9798 166159.

01166159.

01 5.227 9.9848

Story4 D1 232184.86

232184.86 4.8255 9.9822 398343.

87398343.

87 4.9929 9.9833

Story3 D1 232184.86

232184.86 4.8255 9.9822 630528.

74630528.

74 4.9313 9.9829

Story2 D1 232184.86

232184.86 4.8255 9.9822 862713.

6862713.

6 4.9028 9.9827

Story1 D1 232184.86

232184.86 4.8255 9.9822 1094898

.461094898

.46 4.8864 9.9826

Table 1.4 - Mass Summary by Diaphragm

Story Diaphragm

Mass Xkg

Mass Ykg

Mass Momen

t of Inertiaton-m²

X Mass Center

m

Y Mass Center

m

Story6 D1 14802.87 14802.87 76.646 7.952 10.0355

Story5 D1 151356.14

151356.14

7618.5424 4.9604 9.9798

Story4 D1 232184.86

232184.86

12124.0996 4.8255 9.9822

Story3 D1 232184.86

232184.86

12124.0996 4.8255 9.9822

Story2 D1 232184.86

232184.86

12124.0996 4.8255 9.9822

Page 4 of 87

Structure Data 6/5/2016

Story Diaphragm

Mass Xkg

Mass Ykg

Mass Momen

t of Inertiaton-m²

X Mass Center

m

Y Mass Center

m

Story1 D1 232184.86

232184.86

12124.0996 4.8255 9.9822

Table 1.5 - Mass Summary by StoryStory UX

kgUYkg

UZkg

Story6 14802.87 14802.87 0

Story5 151356.14

151356.14 0

Story4 232184.86

232184.86 0

Story3 232184.86

232184.86 0

Story2 232184.86

232184.86 0

Story1 232184.86

232184.86 0

Base 14924.24 14924.24 0

Page 5 of 87

Properties 6/5/2016

2 PropertiesThis chapter provides property information for materials, frame sections, shell sections, and links.

2.1 Materials

Table 2.1 - Material Properties - Summary

Name Type EMPa ν

Unit WeightkN/m³

Design Strengths

A615Gr60 Rebar 199947.9

8 0.3 76.9729 Fy=413.69 MPa, Fu=620.53 MPa

HYSD500 Rebar 200000 0 76.9729 Fy=500 MPa,

Fu=545 MPaM20 Concrete 22360.68 0.2 24.9926 Fc=20 MPa

2.2 Frame Sections

Table 2.2 - Frame Sections - SummaryName Material Shape

BEAM230x300 M20 Concrete

RectangularCOL400x

400 M20 Concrete Rectangular

2.3 Shell Sections

Table 2.3 - Shell Sections - Summary

Name Design Type

Element Type Material

Total Thickne

ssmm

Slab Slab Shell-Thick M20 125

Page 6 of 87

Assignments 6/5/2016

3 AssignmentsThis chapter provides a listing of the assignments applied to the model.

3.1 Joint Assignments

Table 3.1 - Joint Assignments - RestraintsTower Story Label Unique

Name UX UY UZ RX RY RZ

T1 Base 1 6 Yes Yes Yes Yes Yes YesT1 Base 2 12 Yes Yes Yes Yes Yes YesT1 Base 3 18 Yes Yes Yes Yes Yes YesT1 Base 4 24 Yes Yes Yes Yes Yes YesT1 Base 5 30 Yes Yes Yes Yes Yes YesT1 Base 6 36 Yes Yes Yes Yes Yes YesT1 Base 7 42 Yes Yes Yes Yes Yes YesT1 Base 8 48 Yes Yes Yes Yes Yes YesT1 Base 9 54 Yes Yes Yes Yes Yes YesT1 Base 10 60 Yes Yes Yes Yes Yes YesT1 Base 11 66 Yes Yes Yes Yes Yes YesT1 Base 12 72 Yes Yes Yes Yes Yes YesT1 Base 13 78 Yes Yes Yes Yes Yes YesT1 Base 14 84 Yes Yes Yes Yes Yes YesT1 Base 15 90 Yes Yes Yes Yes Yes YesT1 Base 16 96 Yes Yes Yes Yes Yes YesT1 Base 17 102 Yes Yes Yes Yes Yes YesT1 Base 18 108 Yes Yes Yes Yes Yes YesT1 Base 19 114 Yes Yes Yes Yes Yes YesT1 Base 20 120 Yes Yes Yes Yes Yes YesT1 Base 21 126 Yes Yes Yes Yes Yes YesT1 Base 22 132 Yes Yes Yes Yes Yes YesT1 Base 23 138 Yes Yes Yes Yes Yes YesT1 Base 24 144 Yes Yes Yes Yes Yes Yes

Page 7 of 87

Loads 6/5/2016

4 LoadsThis chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Patterns

Name TypeSelf

Weight Multipli

er

Auto Load

SELF WEIGHT Dead 1LIVE 1 Live 0

DEAD [Floor finishes / Plasters]

Dead 0

DEAD [WALL 120] Dead 0

DEAD [WALL 230] Dead 0

EARTHQUAKE [X-X] Seismic 0 IS1893

2002EARTHQUAKE

[Y-Y] Seismic 0 IS1893 2002

LIVE 2 Live 0ROOF LIVE Live 0PARAPET Dead 0

SUNKEN SLAB Dead 0UNCONDITIONA

L PARTITION Dead 0

4.2 Applied Loads

4.2.1 Line Loads

Table 4.2 - Frame Loads - Distributed

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m

Story4 B5 142 BeamDEAD [WALL 120]

Force Gravity 0 1 0 4116 6 6



















Page 8 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m















































Story2 B13 184 Beam DEAD Force Gravity 0 1 0 4192 6 6

Page 9 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m

[WALL 120]













































Story5 B15 191 Beam DEAD [WALL

Force Gravity 0 1 0 3812 8.4 8.4

Page 10 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m

230]


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 3201 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4

Page 11 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 3201 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 3201 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4

Story2 B23 234 Beam DEAD Force Gravity 0 1 0 3912 8.4 8.4

Page 12 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m

[WALL 230]


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4116 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 4192 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 3201 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3912 8.4 8.4


Force Gravity 0 1 0 2134 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4268 8.4 8.4


Force Gravity 0 1 0 3812 8.4 8.4


Force Gravity 0 1 0 4167 8.4 8.4

Story6 B15 318 Beam PARAPET Force Gravity 0 1 0 3812 4.37 4.37

Page 13 of 87

Loads 6/5/2016

Story LabelUniqu

e Name

Design

Type

Load Patter

nLoadT

ypeDirecti

on

Relative

Distance

Start

Relative

Distance

End

Absolute

Distance

Startmm

Absolute

Distance

Endmm

Force at

StartkN/m

Force at EndkN/m



















4.3 Load Combinations

Table 4.3 - Load CombinationsName Load

Case/ComboScale Factor Type Auto

DCon1 Dead 1.5 Linear Add Yes

DCon1 Floor finishes / Plasters 1.5 No

DCon1 Dead Load Wall 120 1.5 No

DCon1 DEAD [WALL 230] 1.5 No

DCon1 PARAPET 1.5 NoDCon1 SUNKEN SLAB 1.5 No

DCon1 UNCONDITIONAL PARTITION 1.5 No


DCon2 Live 1.5 No




DCon2 LIVE 2 1.5 NoDCon2 ROOF LIVE 1.5 NoDCon2 PARAPET 1.5 NoDCon2 SUNKEN SLAB 1.5 No

Page 14 of 87

Loads 6/5/2016

Name Load Case/Combo

Scale Factor Type Auto



DCon3 Live 1.2 No






DCon3 EARTHQUAKE [X-X] 1.2 No


DCon4 Live 1.2 No






DCon4 EARTHQUAKE [X-X] -1.2 No


DCon5 Live 1.2 No






DCon5 EARTHQUAKE [Y-Y] 1.2 No


DCon6 Live 1.2 No






Page 15 of 87

Loads 6/5/2016



DCon6 EARTHQUAKE [Y-Y] -1.2 No







DCon7 EARTHQUAKE [X-X] 1.5 No




























DCon11 EARTHQUAKE 1.5 No

Page 16 of 87

Loads 6/5/2016



[X-X]






















Page 17 of 87

Analysis Results 6/5/2016

5 Analysis ResultsThis chapter provides analysis results.

5.1 Structure Results

Table 5.1 - Base ReactionsLoad

Case/ComboFXkN

FYkN

FZkN

MXkN-m

MYkN-m

MZkN-m

Xm

Ym

Zm

Dead 0 0 5517.4022

55099.3897

-26996.18

880 0 0 0

Live 0 0 1645.4879

16402.6067

-7824.023

70 0 0 0

Floor finishes / Plasters 0 0 1069.553

310661.09

14

-5057.881

90 0 0 0

Dead Load Wall 120 0 0 1362.192 13614.12

29

-6191.047

90 0 0 0

EQx 0 0 0 0 0 0 0 0 0

DEAD [WALL 230] 0 0 2215.348

822104.96

18

-11357.31

130 0 0 0

EARTHQUAKE [X-X] 1

-133.9721 0 0 0

-1601.776

6

1337.2256 0 0 0

EARTHQUAKE [X-X] 2

-133.9721 0 0 0

-1601.776

6

1470.8226 0 0 0

EARTHQUAKE [X-X] 3

-133.9721 0 0 0

-1601.776

6

1203.6286 0 0 0

EARTHQUAKE [Y-Y] 1 0 -

190.5313 0 2278.0016 0 -

928.4568 0 0 0


190.5313 0 2278.0016 0

-1022.369

70 0 0


190.5313 0 2278.0016 0 -

834.5439 0 0 0

DCon3-NL Max -7.987E-07 4.19E-05 15246.74

45152219.5

8

-74403.55

140.0002 0 0 0

DCon3-NL Min -7.987E-07 4.19E-05 15246.74

45152219.5

8

-74403.55

140.0002 0 0 0

LIVE 2 0 0 0 0 0 0 0 0 0

ROOF LIVE 0 0 294.9119 2940.8617

-1453.620

90 0 0 0

PARAPET 0 0 307.7747 3072.1335

-1633.363

60 0 0 0

SUNKEN SLAB 0 0 0 0 0 0 0 0 0

UNCONDITIONAL PARTITION 0 0 1106.434

411028.71

52

-5232.291

60 0 0 0

DCon1 0 0 17368.0582

173370.6216

-84702.12

780 0 0 0

DCon2 0 0 20278.658

202385.8242

-98618.59

460 0 0 0

DCon3 Max -160.7665 0 16222.92

64161908.6

593

-80817.00

77

1764.9871 0 0 0

DCon3 Min -160.7665 0 16222.92

64161908.6

593

-80817.00

77

1444.3544 0 0 0

DCon4 Max 160.7665 0 16222.9264

161908.6593

-76972.74

37

-1444.354

40 0 0

DCon4 Min 160.7665 0 16222.9264

161908.6593

-76972.74

-1764.987

0 0 0

Page 18 of 87


Load Case/Combo

FXkN

FYkN

FZkN

MXkN-m

MYkN-m

MZkN-m

Xm

Ym

Zm

37 1

DCon5 Max 0 -228.6376

16222.9264

164642.2612

-78894.87

57

-1001.452

70 0 0

DCon5 Min 0 -228.6376

16222.9264

164642.2612

-78894.87

57

-1226.843

70 0 0

DCon6 Max 0 228.6376 16222.9264

159175.0574

-78894.87

57

1226.8437 0 0 0

DCon6 Min 0 228.6376 16222.9264

159175.0574

-78894.87

57

1001.4527 0 0 0

DCon7 Max -200.9582 0 17368.05

82173370.6

216

-87104.79

27

2206.2339 0 0 0

DCon7 Min -200.9582 0 17368.05

82173370.6

216

-87104.79

27

1805.4429 0 0 0

DCon8 Max 200.9582 0 17368.0582

173370.6216

-82299.46

28

-1805.442

90 0 0

DCon8 Min 200.9582 0 17368.0582

173370.6216

-82299.46

28

-2206.233

90 0 0

DCon9 Max 0 -285.797 17368.0582

176787.6239

-84702.12

78

-1251.815

90 0 0

DCon9 Min 0 -285.797 17368.0582

176787.6239

-84702.12

78

-1533.554

60 0 0

DCon10 Max 0 285.797 17368.0582

169953.6192

-84702.12

78

1533.5546 0 0 0

DCon10 Min 0 285.797 17368.0582

169953.6192

-84702.12

78

1251.8159 0 0 0

DCon11 Max -200.9582 0 10420.83

49104022.3

729

-53223.94

16

2206.2339 0 0 0

DCon11 Min -200.9582 0 10420.83

49104022.3

729

-53223.94

16

1805.4429 0 0 0

DCon12 Max 200.9582 0 10420.8349

104022.3729

-48418.61

17

-1805.442

90 0 0

DCon12 Min 200.9582 0 10420.8349

104022.3729

-48418.61

17

-2206.233

90 0 0

DCon13 Max 0 -285.797 10420.8349

107439.3753

-50821.27

67

-1251.815

90 0 0

DCon13 Min 0 -285.797 10420.8349

107439.3753

-50821.27

67

-1533.554

60 0 0

DCon14 Max 0 285.797 10420.8349

100605.3706

-50821.27

67

1533.5546 0 0 0

DCon14 Min 0 285.797 10420.8349

100605.3706

-50821.27

67

1251.8159 0 0 0

Table 5.2 - Centers of Mass and Rigidity

Story Diaphragm

Mass Xkg

Mass Ykg

XCMm

YCMm

Cumulative X

kg

Cumulative Y

kgXCCM

mYCCM

mXCR

mYCR

m

Story6 D1 14802.87

14802.87 7.952 10.0355 14802.8

714802.8

7 7.952 10.0355

Story5 D1 151356.14

151356.14 4.9604 9.9798 166159.

01166159.

01 5.227 9.9848

Story4 D1 232184.86

232184.86 4.8255 9.9822 398343.

87398343.

87 4.9929 9.9833

Story3 D1 232184.86

232184.86 4.8255 9.9822 630528.

74630528.

74 4.9313 9.9829

Page 19 of 87


Story Diaphragm

Mass Xkg

Mass Ykg

XCMm

YCMm

Cumulative X

kg

Cumulative Y

kgXCCM

mYCCM

mXCR

mYCR

m

Story2 D1 232184.86

232184.86 4.8255 9.9822 862713.

6862713.

6 4.9028 9.9827

Story1 D1 232184.86

232184.86 4.8255 9.9822 1094898

.461094898

.46 4.8864 9.9826

5.2 Story Results

Table 5.3 - Story DriftsStory Load

Case/ComboDirectio

n Drift Label Xm

Ym

Zm

Story6 Dead X 2.7E-05 13 9.858 8.435 18.3Story6 Live X 1.4E-05 12 9.858 11.636 18.3

Story6 Floor finishes / Plasters X 1.3E-05 13 9.858 8.435 18.3

Story6 Dead Load Wall 120 X 1.9E-05 12 9.858 11.636 18.3

Story6 DEAD [WALL 230] X 2.5E-05 12 9.858 11.636 18.3

Story6 EARTHQUAKE [X-X] 1 X 7.9E-05 13 9.858 8.435 18.3

Story6 EARTHQUAKE [X-X] 2 X 8E-05 12 9.858 11.636 18.3

Story6 EARTHQUAKE [X-X] 3 X 8E-05 13 9.858 8.435 18.3

Story6 EARTHQUAKE [Y-Y] 1 Y 8.2E-05 12 9.858 11.636 18.3



Story6 DCon3-NL Max X 5.2E-05 13 9.858 8.435 18.3Story6 DCon3-NL Min X 5.2E-05 13 9.858 8.435 18.3Story6 ROOF LIVE X 6E-06 13 9.858 8.435 18.3Story6 ROOF LIVE Y 1E-06 11 6.046 11.636 18.3Story6 PARAPET X 1.1E-05 13 9.858 8.435 18.3

Story6 UNCONDITIONAL PARTITION X 8E-06 12 9.858 11.636 18.3

Story6 DCon1 X 4.7E-05 12 9.858 11.636 18.3Story6 DCon2 X 7.7E-05 12 9.858 11.636 18.3Story6 DCon3 Max X 3.4E-05 13 9.858 8.435 18.3Story6 DCon3 Max Y 8E-06 12 9.858 11.636 18.3Story6 DCon3 Min X 3.1E-05 13 9.858 8.435 18.3Story6 DCon4 Max X 0.000155 13 9.858 8.435 18.3Story6 DCon4 Min X 0.000158 13 9.858 8.435 18.3Story6 DCon5 Max X 6.2E-05 12 9.858 11.636 18.3Story6 DCon5 Max Y 0.000105 12 9.858 11.636 18.3Story6 DCon5 Min X 6.5E-05 12 9.858 11.636 18.3Story6 DCon5 Min Y 9.8E-05 12 9.858 11.636 18.3Story6 DCon6 Max X 6.2E-05 13 9.858 8.435 18.3Story6 DCon6 Max Y 9.2E-05 12 9.858 11.636 18.3Story6 DCon6 Min X 6.4E-05 13 9.858 8.435 18.3Story6 DCon6 Min Y 9.9E-05 12 9.858 11.636 18.3Story6 DCon7 Max X 7.3E-05 13 9.858 8.435 18.3Story6 DCon7 Min X 6.9E-05 13 9.858 8.435 18.3Story6 DCon8 Max X 0.000163 13 9.858 8.435 18.3Story6 DCon8 Min X 0.000167 13 9.858 8.435 18.3Story6 DCon9 Max X 4.7E-05 12 9.858 11.636 18.3Story6 DCon9 Max Y 0.00013 12 9.858 11.636 18.3Story6 DCon9 Min X 5E-05 12 9.858 11.636 18.3Story6 DCon9 Min Y 0.000122 12 9.858 11.636 18.3Story6 DCon10 Max X 4.7E-05 13 9.858 8.435 18.3Story6 DCon10 Max Y 0.000116 12 9.858 11.636 18.3

Page 20 of 87


Story Load Case/Combo

Direction Drift Label X

mYm

Zm

Story6 DCon10 Min X 5E-05 13 9.858 8.435 18.3Story6 DCon10 Min Y 0.000124 12 9.858 11.636 18.3Story6 DCon11 Max X 9.2E-05 13 9.858 8.435 18.3Story6 DCon11 Min X 8.8E-05 13 9.858 8.435 18.3Story6 DCon12 Max X 0.000144 13 9.858 8.435 18.3Story6 DCon12 Min X 0.000149 13 9.858 8.435 18.3Story6 DCon13 Max X 2.8E-05 12 9.858 11.636 18.3Story6 DCon13 Max Y 0.000129 12 9.858 11.636 18.3Story6 DCon13 Min X 3.2E-05 12 9.858 11.636 18.3Story6 DCon13 Min Y 0.000121 12 9.858 11.636 18.3Story6 DCon14 Max X 2.8E-05 13 9.858 8.435 18.3Story6 DCon14 Max Y 0.000117 12 9.858 11.636 18.3Story6 DCon14 Min X 3.1E-05 13 9.858 8.435 18.3Story6 DCon14 Min Y 0.000125 12 9.858 11.636 18.3Story5 Dead X 1E-06 4 9.858 19.944 15.25Story5 Dead Y 1E-06 24 0 0 15.25Story5 Live X 3E-06 4 9.858 19.944 15.25

Story5 Floor finishes / Plasters X 2E-06 4 9.858 19.944 15.25

Story5 Dead Load Wall 120 X 6E-06 4 9.858 19.944 15.25

Story5 DEAD [WALL 230] X 6E-06 24 0 0 15.25

Story5 EARTHQUAKE [X-X] 1 X 0.000176 24 0 0 15.25

Story5 EARTHQUAKE [X-X] 2 X 0.000205 4 9.858 19.944 15.25


Story5 EARTHQUAKE [Y-Y] 1 Y 0.000298 21 9.858 0 15.25


Story5 EARTHQUAKE [Y-Y] 3 Y 0.000309 24 0 0 15.25

Story5 DCon3-NL Max Y 1E-06 21 9.858 0 15.25Story5 DCon3-NL Min Y 1E-06 21 9.858 0 15.25Story5 ROOF LIVE X 1E-06 4 9.858 19.944 15.25

Story5 ROOF LIVE Y 3.091E-07 24 0 0 15.25

Story5 PARAPET X 3E-06 4 9.858 19.944 15.25

Story5 PARAPET Y 3.468E-07 24 0 0 15.25


Story5 DCon1 X 1E-06 4 9.858 19.944 15.25Story5 DCon1 Y 1E-06 24 0 0 15.25Story5 DCon2 X 2E-06 24 0 0 15.25Story5 DCon2 Y 2E-06 24 0 0 15.25Story5 DCon3 Max X 0.000248 24 0 0 15.25Story5 DCon3 Min X 0.000203 16 0 8.435 15.25Story5 DCon4 Max X 0.000206 16 0 8.435 15.25Story5 DCon4 Min X 0.000251 24 0 0 15.25Story5 DCon5 Max Y 0.000372 21 9.858 0 15.25Story5 DCon5 Min Y 0.000356 23 3.912 0 15.25Story5 DCon6 Max Y 0.000354 23 3.912 0 15.25Story5 DCon6 Min Y 0.00037 21 9.858 0 15.25Story5 DCon7 Max X 0.000313 24 0 0 15.25Story5 DCon7 Min X 0.000257 16 0 8.435 15.25Story5 DCon8 Max X 0.000254 16 0 8.435 15.25Story5 DCon8 Min X 0.000311 24 0 0 15.25Story5 DCon9 Max Y 0.000465 21 9.858 0 15.25

Page 21 of 87




mYm

Zm

Story5 DCon9 Min Y 0.000445 23 3.912 0 15.25Story5 DCon10 Max Y 0.000442 23 3.912 0 15.25Story5 DCon10 Min Y 0.000462 21 9.858 0 15.25Story5 DCon11 Max X 0.000312 24 0 0 15.25Story5 DCon11 Min X 0.000256 16 0 8.435 15.25Story5 DCon12 Max X 0.000255 16 0 8.435 15.25Story5 DCon12 Min X 0.000311 24 0 0 15.25Story5 DCon13 Max Y 0.000465 21 9.858 0 15.25Story5 DCon13 Min Y 0.000445 23 3.912 0 15.25Story5 DCon14 Max Y 0.000443 23 3.912 0 15.25Story5 DCon14 Min Y 0.000463 21 9.858 0 15.25

Story4 Dead X 4.166E-07 24 0 0 12.2

Story4 Dead Y 2.134E-07 24 0 0 12.2

Story4 Live X 2E-06 4 9.858 19.944 12.2

Story4 Live Y 2.632E-07 21 9.858 0 12.2


Story4 Dead Load Wall 120 X 4E-06 24 0 0 12.2


Story4 DEAD [WALL 230] Y 1E-06 21 9.858 0 12.2







Story4 DCon3-NL Max X 2E-06 4 9.858 19.944 12.2Story4 DCon3-NL Max Y 1E-06 21 9.858 0 12.2Story4 DCon3-NL Min X 2E-06 4 9.858 19.944 12.2Story4 DCon3-NL Min Y 1E-06 21 9.858 0 12.2Story4 ROOF LIVE Y 1.04E-07 21 9.858 0 12.2Story4 PARAPET X 2E-06 4 9.858 19.944 12.2


Story4 UNCONDITIONAL PARTITION Y 1.793E-

07 21 9.858 0 12.2

Story4 DCon1 X 1E-06 4 9.858 19.944 12.2Story4 DCon1 Y 2E-06 21 9.858 0 12.2Story4 DCon2 X 4E-06 4 9.858 19.944 12.2Story4 DCon2 Y 2E-06 21 9.858 0 12.2Story4 DCon3 Max X 0.000386 24 0 0 12.2Story4 DCon3 Min X 0.000315 16 0 8.435 12.2Story4 DCon4 Max X 0.000322 16 0 8.435 12.2Story4 DCon4 Min X 0.000393 24 0 0 12.2Story4 DCon5 Max Y 0.000648 24 0 0 12.2Story4 DCon5 Min Y 0.000623 23 3.912 0 12.2Story4 DCon6 Max Y 0.00062 23 3.912 0 12.2Story4 DCon6 Min Y 0.000645 24 0 0 12.2Story4 DCon7 Max X 0.000486 24 0 0 12.2Story4 DCon7 Min X 0.000397 16 0 8.435 12.2Story4 DCon8 Max X 0.000399 16 0 8.435 12.2Story4 DCon8 Min X 0.000487 24 0 0 12.2

Page 22 of 87




mYm

Zm

Story4 DCon9 Max Y 0.000809 24 0 0 12.2Story4 DCon9 Min Y 0.000778 23 3.912 0 12.2Story4 DCon10 Max Y 0.000775 23 3.912 0 12.2Story4 DCon10 Min Y 0.000806 24 0 0 12.2Story4 DCon11 Max X 0.000486 24 0 0 12.2Story4 DCon11 Min X 0.000398 16 0 8.435 12.2Story4 DCon12 Max X 0.000398 16 0 8.435 12.2Story4 DCon12 Min X 0.000487 24 0 0 12.2Story4 DCon13 Max Y 0.000809 24 0 0 12.2Story4 DCon13 Min Y 0.000777 23 3.912 0 12.2Story4 DCon14 Max Y 0.000775 23 3.912 0 12.2Story4 DCon14 Min Y 0.000807 24 0 0 12.2

Story3 Dead X 4.458E-07 4 9.858 19.944 9.15

Story3 Dead Y 4.102E-07 21 9.858 0 9.15

Story3 Live X 2E-06 4 9.858 19.944 9.15

Story3 Live Y 3.346E-07 21 9.858 0 9.15











Story3 DCon3-NL Max X 2E-06 4 9.858 19.944 9.15Story3 DCon3-NL Max Y 2E-06 21 9.858 0 9.15Story3 DCon3-NL Min X 2E-06 4 9.858 19.944 9.15Story3 DCon3-NL Min Y 2E-06 21 9.858 0 9.15

Story3 ROOF LIVE X 7.771E-08 24 0 0 9.15

Story3 ROOF LIVE Y 7.165E-08 21 9.858 0 9.15

Story3 PARAPET X 2E-06 4 9.858 19.944 9.15



07 21 9.858 0 9.15

Story3 DCon1 X 1E-06 4 9.858 19.944 9.15Story3 DCon1 Y 2E-06 21 9.858 0 9.15Story3 DCon2 X 4E-06 4 9.858 19.944 9.15Story3 DCon2 Y 3E-06 21 9.858 0 9.15Story3 DCon3 Max X 0.000477 24 0 0 9.15Story3 DCon3 Min X 0.000389 16 0 8.435 9.15Story3 DCon4 Max X 0.000395 16 0 8.435 9.15Story3 DCon4 Min X 0.000483 24 0 0 9.15Story3 DCon5 Max Y 0.00083 24 0 0 9.15Story3 DCon5 Min Y 0.000799 23 3.912 0 9.15Story3 DCon6 Max Y 0.000794 23 3.912 0 9.15Story3 DCon6 Min Y 0.000826 24 0 0 9.15Story3 DCon7 Max X 0.000599 24 0 0 9.15

Page 23 of 87




mYm

Zm

Story3 DCon7 Min X 0.000489 16 0 8.435 9.15Story3 DCon8 Max X 0.000491 16 0 8.435 9.15Story3 DCon8 Min X 0.000601 24 0 0 9.15Story3 DCon9 Max Y 0.001038 24 0 0 9.15Story3 DCon9 Min Y 0.000998 23 3.912 0 9.15Story3 DCon10 Max Y 0.000993 23 3.912 0 9.15Story3 DCon10 Min Y 0.001033 24 0 0 9.15Story3 DCon11 Max X 0.0006 24 0 0 9.15Story3 DCon11 Min X 0.000489 16 0 8.435 9.15Story3 DCon12 Max X 0.000491 16 0 8.435 9.15Story3 DCon12 Min X 0.000601 24 0 0 9.15Story3 DCon13 Max Y 0.001037 24 0 0 9.15Story3 DCon13 Min Y 0.000997 23 3.912 0 9.15Story3 DCon14 Max Y 0.000994 23 3.912 0 9.15Story3 DCon14 Min Y 0.001034 24 0 0 9.15Story2 Dead Y 1E-06 21 9.858 0 6.1Story2 Live X 1E-06 4 9.858 19.944 6.1

Story2 Live Y 4.529E-07 21 9.858 0 6.1


Story2 Floor finishes / Plasters Y 1.968E-

07 21 9.858 0 6.1










Story2 DCon3-NL Max X 1E-06 4 9.858 19.944 6.1Story2 DCon3-NL Max Y 3E-06 21 9.858 0 6.1Story2 DCon3-NL Min X 1E-06 4 9.858 19.944 6.1Story2 DCon3-NL Min Y 3E-06 21 9.858 0 6.1



Story2 PARAPET X 1E-06 4 9.858 19.944 6.1



07 21 9.858 0 6.1

Story2 DCon1 Y 3E-06 21 9.858 0 6.1Story2 DCon2 X 1E-06 4 9.858 19.944 6.1Story2 DCon2 Y 3E-06 21 9.858 0 6.1Story2 DCon3 Max X 0.000475 24 0 0 6.1Story2 DCon3 Min X 0.000387 16 0 8.435 6.1Story2 DCon4 Max X 0.000389 16 0 8.435 6.1Story2 DCon4 Min X 0.000477 24 0 0 6.1Story2 DCon5 Max Y 0.000869 24 0 0 6.1Story2 DCon5 Min Y 0.000837 23 3.912 0 6.1Story2 DCon6 Max Y 0.000831 23 3.912 0 6.1

Page 24 of 87




mYm

Zm

Story2 DCon6 Min Y 0.000863 24 0 0 6.1Story2 DCon7 Max X 0.000595 24 0 0 6.1Story2 DCon7 Min X 0.000485 16 0 8.435 6.1Story2 DCon8 Max X 0.000485 16 0 8.435 6.1Story2 DCon8 Min X 0.000595 24 0 0 6.1Story2 DCon9 Max Y 0.001085 24 0 0 6.1Story2 DCon9 Min Y 0.001045 23 3.912 0 6.1Story2 DCon10 Max Y 0.001039 23 3.912 0 6.1Story2 DCon10 Min Y 0.00108 24 0 0 6.1Story2 DCon11 Max X 0.000595 24 0 0 6.1Story2 DCon11 Min X 0.000485 16 0 8.435 6.1Story2 DCon12 Max X 0.000485 16 0 8.435 6.1Story2 DCon12 Min X 0.000595 24 0 0 6.1Story2 DCon13 Max Y 0.001084 24 0 0 6.1Story2 DCon13 Min Y 0.001044 23 3.912 0 6.1Story2 DCon14 Max Y 0.001041 23 3.912 0 6.1Story2 DCon14 Min Y 0.001081 24 0 0 6.1

Story1 Dead X 1.982E-07 24 0 0 3.05

Story1 Dead Y 4.069E-07 21 9.858 0 3.05

Story1 Live X 1.591E-07 4 9.858 19.944 3.05

Story1 Live Y 2.594E-07 21 9.858 0 3.05

Story1 Floor finishes / Plasters X 1.938E-

07 4 9.858 19.944 3.05

Story1 Floor finishes / Plasters Y 1.229E-

07 21 9.858 0 3.05

Story1 Dead Load Wall 120 X 3.905E-

07 24 0 0 3.05

Story1 Dead Load Wall 120 Y 5.381E-

08 24 0 0 3.05


Story1 DEAD [WALL 230] Y 3.471E-

07 21 9.858 0 3.05







Story1 DCon3-NL Max X 1.908E-07 24 0 0 3.05

Story1 DCon3-NL Max Y 1E-06 21 9.858 0 3.05

Story1 DCon3-NL Min X 1.908E-07 24 0 0 3.05

Story1 DCon3-NL Min Y 1E-06 21 9.858 0 3.05



Story1 PARAPET X 2.961E-07 4 9.858 19.944 3.05

Story1 UNCONDITIONAL PARTITION X 1.076E-

07 4 9.858 19.944 3.05

Story1 UNCONDITIONAL PARTITION Y 1.76E-07 21 9.858 0 3.05

Story1 DCon1 X 4.777E-07 24 0 0 3.05

Story1 DCon1 Y 2E-06 21 9.858 0 3.05

Page 25 of 87




mYm

Zm

Story1 DCon2 Y 2E-06 21 9.858 0 3.05Story1 DCon3 Max X 0.000268 24 0 0 3.05Story1 DCon3 Min X 0.000217 16 0 8.435 3.05Story1 DCon4 Max X 0.000217 16 0 8.435 3.05Story1 DCon4 Min X 0.000267 24 0 0 3.05Story1 DCon5 Max Y 0.000551 24 0 0 3.05Story1 DCon5 Min Y 0.000533 23 3.912 0 3.05Story1 DCon6 Max Y 0.000529 23 3.912 0 3.05Story1 DCon6 Min Y 0.000548 24 0 0 3.05Story1 DCon7 Max X 0.000335 24 0 0 3.05Story1 DCon7 Min X 0.000272 16 0 8.435 3.05Story1 DCon8 Max X 0.000271 16 0 8.435 3.05Story1 DCon8 Min X 0.000334 24 0 0 3.05Story1 DCon9 Max Y 0.000689 24 0 0 3.05Story1 DCon9 Min Y 0.000665 23 3.912 0 3.05Story1 DCon10 Max Y 0.000662 23 3.912 0 3.05Story1 DCon10 Min Y 0.000685 24 0 0 3.05Story1 DCon11 Max X 0.000335 24 0 0 3.05Story1 DCon11 Min X 0.000272 16 0 8.435 3.05Story1 DCon12 Max X 0.000271 16 0 8.435 3.05Story1 DCon12 Min X 0.000334 24 0 0 3.05Story1 DCon13 Max Y 0.000688 24 0 0 3.05Story1 DCon13 Min Y 0.000665 23 3.912 0 3.05Story1 DCon14 Max Y 0.000663 23 3.912 0 3.05Story1 DCon14 Min Y 0.000686 24 0 0 3.05

Page 26 of 87

Design Data 6/5/2016

6 Design DataThis chapter provides design data and results.

6.1 Concrete Frame Design

Table 6.1 - Concrete Frame Preferences - IS 456-2000Item ValueMulti-

Response Design

Step-by-Step - All

# Interaction Curves 24

# Interaction Points 11

Minimum Eccentricity Yes

Additional Moment Yes

Gamma (Steel) 1.15

Gamma (Concrete) 1.5

Pattern Live Load Factor 0.75

D/C Ratio Limit 1

Table 6.2 - Concrete Column Overwrites - IS 456-2000

Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.

Story6 C11 312 Column

Program Determi

ned1 0.9016

390.9016

393.0220

782.1302

240.9107

760.8316

59 0 0


Program Determi

ned1 0.9016

390.9016

393.7625

682.1302

240.9407

420.8316

59 0 0


Program Determi

ned1 0.9016

390.9016

393.7625

682.1291

540.9407

420.8315

14 0 0


Program Determi

ned1 0.9016

390.9016

393.0220

782.1291

540.9107

760.8315

14 0 0

Story5 C1 1 Column

Program Determi

ned1 0.9016

390.9016

393.8073

662.6313

030.9420

840.8831

79 0 0

Story5 C2 6 Column

Program Determi

ned1 0.9016

390.9016

392.4244

112.6313

030.8642

540.8831

79 0 0

Story5 C3 11 Column

Program Determi

ned1 0.9016

390.9016

392.4154

22.6313

030.8633

350.8831

79 0 0

Story5 C4 16 Column

Program Determi

ned1 0.9016

390.9016

393.7625

682.6313

030.9407

420.8831

79 0 0

Story5 C5 21 Column

Program Determi

ned1 0.9016

390.9016

393.7625

682.0117

960.9407

420.8110

92 0 0

Story5 C6 26 Column

Program Determi

ned1 0.9016

390.9016

392.4154

22.0117

960.8633

350.8110

92 0 0

Story5 C7 31 Column

Program Determi

ned1 0.9016

390.9016

392.4244

112.0117

960.8642

540.8110

92 0 0

Story5 C8 36 Column

Program Determi

ned1 0.9016

390.9016

393.8073

662.0117

960.9420

840.8110

92 0 0

Story5 C9 41 Column

Program Determi

ned1 0.9016

390.9016

393.8073

661.9167

110.9420

840.7948

45 0 0

Page 27 of 87


Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.


Program Determi

ned1 0.9016

390.9016

392.4244

111.9167

110.8642

540.7948

45 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8167

882.1836

050.8985

710.8389

27 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5078

972.1836

050.9586

490.8389

27 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5078

972.1813

680.9586

490.8386

35 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8167

882.1813

680.8985

710.8386

35 0 0


Program Determi

ned1 0.9016

390.9016

392.4244

111.9149

550.8642

540.7945

27 0 0


Program Determi

ned1 0.9016

390.9016

393.8073

661.9149

550.9420

840.7945

27 0 0


Program Determi

ned1 0.9016

390.9016

393.8073

662.0229

550.9420

840.8128

82 0 0


Program Determi

ned1 0.9016

390.9016

392.4244

112.0229

550.8642

540.8128

82 0 0


Program Determi

ned1 0.9016

390.9016

392.4154

22.0229

550.8633

350.8128

82 0 0


Program Determi

ned1 0.9016

390.9016

393.7625

682.0229

550.9407

420.8128

82 0 0


Program Determi

ned1 0.9016

390.9016

393.7625

682.6714

670.9407

420.8864

1 0 0


Program Determi

ned1 0.9016

390.9016

392.4154

22.6714

670.8633

350.8864

1 0 0


Program Determi

ned1 0.9016

390.9016

392.4244

112.6714

670.8642

540.8864

1 0 0


Program Determi

ned1 0.9016

390.9016

393.8073

662.6714

670.9420

840.8864

1 0 0

Story4 C1 2 Column

Program Determi

ned0.9 0.9016

390.9016

394.5637

693.0895

080.9596

280.9146

76 0 0

Story4 C2 7 Column

Program Determi

ned0.9 0.9016

390.9016

392.8281

623.0895

080.8993

280.9146

76 0 0

Story4 C3 12 Column

Program Determi

ned0.9 0.9016

390.9016

392.8167

883.0895

080.8985

710.9146

76 0 0

Story4 C4 17 Column

Program Determi

ned0.9 0.9016

390.9016

394.5078

973.0895

080.9586

490.9146

76 0 0

Story4 C5 22 Column

Program Determi

ned0.9 0.9016

390.9016

394.5078

972.3046

940.9586

490.8536

69 0 0

Story4 C6 27 Column

Program Determi

ned0.9 0.9016

390.9016

392.8167

882.3046

940.8985

710.8536

69 0 0

Story4 C7 32 Column

Program Determi

ned0.9 0.9016

390.9016

392.8281

622.3046

940.8993

280.8536

69 0 0

Story4 C8 37 Column

Program Determi

ned0.9 0.9016

390.9016

394.5637

692.3046

940.9596

280.8536

69 0 0

Story4 C9 42 Colum Program 0.9 0.9016 0.9016 4.5637 2.1836 0.9596 0.8389 0 0

Page 28 of 87


Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.

n Determined 39 39 69 05 28 27


Program Determi

ned0.9 0.9016

390.9016

392.8281

622.1836

050.8993

280.8389

27 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8167

882.1836

050.8985

710.8389

27 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5078

972.1836

050.9586

490.8389

27 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5078

972.1813

680.9586

490.8386

35 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8167

882.1813

680.8985

710.8386

35 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8281

622.1813

680.8993

280.8386

35 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5637

692.1813

680.9596

280.8386

35 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5637

692.3188

920.9596

280.8552

7 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8281

622.3188

920.8993

280.8552

7 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8167

882.3188

920.8985

710.8552

7 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5078

972.3188

920.9586

490.8552

7 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5078

973.1401

630.9586

490.9172

51 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8167

883.1401

630.8985

710.9172

51 0 0


Program Determi

ned0.9 0.9016

390.9016

392.8281

623.1401

630.8993

280.9172

51 0 0


Program Determi

ned0.9 0.9016

390.9016

394.5637

693.1401

630.9596

280.9172

51 0 0

Story3 C1 3 Column

Program Determi

ned0.8 0.9016

390.9016

394.5637

693.0895

080.9596

280.9146

76 0 0

Story3 C2 8 Column

Program Determi

ned0.8 0.9016

390.9016

392.8281

623.0895

080.8993

280.9146

76 0 0

Story3 C3 13 Column

Program Determi

ned0.8 0.9016

390.9016

392.8167

883.0895

080.8985

710.9146

76 0 0

Story3 C4 18 Column

Program Determi

ned0.8 0.9016

390.9016

394.5078

973.0895

080.9586

490.9146

76 0 0

Story3 C5 23 Column

Program Determi

ned0.8 0.9016

390.9016

394.5078

972.3046

940.9586

490.8536

69 0 0

Story3 C6 28 Column

Program Determi

ned0.8 0.9016

390.9016

392.8167

882.3046

940.8985

710.8536

69 0 0

Story3 C7 33 Column

Program Determi

ned0.8 0.9016

390.9016

392.8281

622.3046

940.8993

280.8536

69 0 0

Story3 C8 38 Column

Program Determi

0.8 0.901639

0.901639

4.563769

2.304694

0.959628

0.853669

0 0

Page 29 of 87


Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.

ned

Story3 C9 43 Column

Program Determi

ned0.8 0.9016

390.9016

394.5637

692.1836

050.9596

280.8389

27 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8281

622.1836

050.8993

280.8389

27 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8167

882.1836

050.8985

710.8389

27 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5078

972.1836

050.9586

490.8389

27 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5078

972.1813

680.9586

490.8386

35 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8167

882.1813

680.8985

710.8386

35 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8281

622.1813

680.8993

280.8386

35 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5637

692.1813

680.9596

280.8386

35 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5637

692.3188

920.9596

280.8552

7 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8281

622.3188

920.8993

280.8552

7 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8167

882.3188

920.8985

710.8552

7 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5078

972.3188

920.9586

490.8552

7 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5078

973.1401

630.9586

490.9172

51 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8167

883.1401

630.8985

710.9172

51 0 0


Program Determi

ned0.8 0.9016

390.9016

392.8281

623.1401

630.8993

280.9172

51 0 0


Program Determi

ned0.8 0.9016

390.9016

394.5637

693.1401

630.9596

280.9172

51 0 0

Story2 C1 4 Column

Program Determi

ned0.7 0.9016

390.9016

394.5637

693.0895

080.9596

280.9146

76 0 0

Story2 C2 9 Column

Program Determi

ned0.7 0.9016

390.9016

392.8281

623.0895

080.8993

280.9146

76 0 0

Story2 C3 14 Column

Program Determi

ned0.7 0.9016

390.9016

392.8167

883.0895

080.8985

710.9146

76 0 0

Story2 C4 19 Column

Program Determi

ned0.7 0.9016

390.9016

394.5078

973.0895

080.9586

490.9146

76 0 0

Story2 C5 24 Column

Program Determi

ned0.7 0.9016

390.9016

394.5078

972.3046

940.9586

490.8536

69 0 0

Story2 C6 29 Column

Program Determi

ned0.7 0.9016

390.9016

392.8167

882.3046

940.8985

710.8536

69 0 0

Story2 C7 34 Column

Program Determi

ned0.7 0.9016

390.9016

392.8281

622.3046

940.8993

280.8536

69 0 0

Page 30 of 87


Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.

Story2 C8 39 Column

Program Determi

ned0.7 0.9016

390.9016

394.5637

692.3046

940.9596

280.8536

69 0 0

Story2 C9 44 Column

Program Determi

ned0.7 0.9016

390.9016

394.5637

692.1836

050.9596

280.8389

27 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8281

622.1836

050.8993

280.8389

27 0 0


Program Determi

ned0.6 0.9016

390.9016

392.8167

882.1836

050.8985

710.8389

27 0 0


Program Determi

ned0.6 0.9016

390.9016

394.5078

972.1836

050.9586

490.8389

27 0 0


Program Determi

ned0.6 0.9016

390.9016

394.5078

972.1813

680.9586

490.8386

35 0 0


Program Determi

ned0.6 0.9016

390.9016

392.8167

882.1813

680.8985

710.8386

35 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8281

622.1813

680.8993

280.8386

35 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5637

692.1813

680.9596

280.8386

35 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5637

692.3188

920.9596

280.8552

7 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8281

622.3188

920.8993

280.8552

7 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8167

882.3188

920.8985

710.8552

7 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5078

972.3188

920.9586

490.8552

7 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5078

973.1401

630.9586

490.9172

51 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8167

883.1401

630.8985

710.9172

51 0 0


Program Determi

ned0.7 0.9016

390.9016

392.8281

623.1401

630.8993

280.9172

51 0 0


Program Determi

ned0.7 0.9016

390.9016

394.5637

693.1401

630.9596

280.9172

51 0 0

Story1 C1 5 Column

Program Determi

ned0.6 0.9016

390.9016

392.2571

412.0394

360.8165

240.7970

26 0 0

Story1 C2 10 Column

Program Determi

ned0.6 0.9016

390.9016

391.9786

942.0394

360.7902

860.7970

26 0 0

Story1 C3 15 Column

Program Determi

ned0.6 0.9016

390.9016

391.9758

42.0394

360.7899

520.7970

26 0 0

Story1 C4 20 Column

Program Determi

ned0.6 0.9016

390.9016

392.2516

082.0394

360.8161

030.7970

26 0 0

Story1 C5 25 Column

Program Determi

ned0.6 0.9016

390.9016

392.2516

081.8262

720.8161

030.7699

52 0 0

Story1 C6 30 Column

Program Determi

ned0.6 0.9016

390.9016

391.9758

41.8262

720.7899

520.7699

52 0 0

Story1 C7 35 Colum Program 0.6 0.9016 0.9016 1.9786 1.8262 0.7902 0.7699 0 0

Page 31 of 87


Story LabelUnique

Name

Design

Type

Design Sectio

nLLRF LMaj

orLMin

orKMajor(Sway)

KMinor(Sway)

KMajor(Braced)

KMinor

(Braced)

Q factor in

Global X-Dir.

Q factor in

Global Y-Dir.

n Determined 39 39 94 72 86 52

Story1 C8 40 Column

Program Determi

ned0.6 0.9016

390.9016

392.2571

411.8262

720.8165

240.7699

52 0 0

Story1 C9 45 Column

Program Determi

ned0.6 0.9016

390.9016

392.2571

411.7842

110.8165

240.7632

89 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9786

941.7842

110.7902

860.7632

89 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9758

41.7842

110.7899

520.7632

89 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2516

081.7842

110.8161

030.7632

89 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2516

081.7834

080.8161

030.7631

57 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9758

41.7834

080.7899

520.7631

57 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9786

941.7834

080.7902

860.7631

57 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2571

411.7834

080.8165

240.7631

57 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2571

411.8310

240.8165

240.7706

73 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9786

941.8310

240.7902

860.7706

73 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9758

41.8310

240.7899

520.7706

73 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2516

081.8310

240.8161

030.7706

73 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2516

082.0502

010.8161

030.7981

53 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9758

42.0502

010.7899

520.7981

53 0 0


Program Determi

ned0.6 0.9016

390.9016

391.9786

942.0502

010.7902

860.7981

53 0 0


Program Determi

ned0.6 0.9016

390.9016

392.2571

412.0502

010.8165

240.7981

53 0 0

Table 6.3 - Concrete Beam Overwrites - IS 456-2000Story Label Unique

NameDesign Type

Design Section LLRF LMajor LMinor

Story6 B15 318 Beam Program Determined 1 0.868835 0.868835






Page 32 of 87


Story Label Unique Name

Design Type







































Story4 B2 127 Beam Program 1 0.765698 0.765698

Page 33 of 87



Design Type


Determined






































Page 34 of 87



Design Type








































Page 35 of 87



Design Type


Determined






































Page 36 of 87



Design Type








































Page 37 of 87



Design Type


Determined

Table 6.4 - Concrete Column PMM Envelope

Label Story Section Location

PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%C11 Story6 COL400x

400 Top 27.3296 10.0772 -5.6956 DCon14 0.8 %

C11 Story6 COL400x400 Bottom 37.2267 -11.1812 -2 DCon14 0.8 %

C12 Story6 COL400x400 Top 27.571 -11.6824 -5.6201 DCon14 0.8 %

C12 Story6 COL400x400 Bottom 37.4681 12.1617 -2.7645 DCon14 0.8 %

C13 Story6 COL400x400 Top 29.2083 -11.9594 8.3419 DCon14 0.8 %

C13 Story6 COL400x400 Bottom 39.1054 12.11 5.648 DCon14 0.8 %

C14 Story6 COL400x400 Top 28.9062 10.3338 8.2869 DCon14 0.8 %

C14 Story6 COL400x400 Bottom 38.8033 -11.1796 4.4285 DCon14 0.8 %

C1 Story5 COL400x400 Top 34.4568 11.1301 -6.4848 DCon14 0.8 %











C6 Story5 COL400x400 Bottom 70.9354 -9.9595 -5.4658 DCon14 0.8 %














C13 Story5 COL400x Bottom 94.9725 10.1384 5.3656 DCon14 0.8 %

Page 38 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400




































C7 Story4 COL400x Bottom 192.3905 10.8968 -13.4497 DCon14 0.8 %

Page 39 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400




































C1 Story3 COL400x Bottom 165.3239 -36.0907 2.0725 DCon14 0.8 %

Page 40 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400




































C19 Story3 COL400x Bottom 314.9773 -28.9376 -18.478 DCon14 0.8 %

Page 41 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400



















C5 Story2 COL400x400 Top 708.6926 -

129.6241 -56.391 DCon2 1.27 %







C8 Story2 COL400x400 Bottom 731.0267 -

146.3326 57.9678 DCon2 1.48 %



114.8582 -61.3479 DCon10 1.16 %








C13 Story2 COL400x Bottom 493.4513 95.5454 65.8776 DCon9 1.02 %

Page 42 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400







114.4434 61.0493 DCon9 1.14 %



147.6614 59.0636 DCon2 1.51 %





C20 Story2 COL400x400 Top 717.8912 -

130.7949 -57.4646 DCon2 1.31 %







C23 Story2 COL400x400 Bottom 594.8297 50.9576 -

102.8854 DCon2 1.41 %
















C7 Story1 COL400x Bottom 563.0709 12.4814 -26.7268 DCon14 0.8 %

Page 43 of 87



PkN

M MajorkN-m

M MinorkN-m

PMM Combo

PMM Ratio or Rebar

%400



































Table 6.5 - Concrete Column Shear Envelope

Page 44 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m

C11 Story6 COL400x400 Top 14.4319 DCon14 354.7 14.4319 DCon14 554.22

C11 Story6 COL400x400 Bottom 14.4319 DCon14 354.7 14.4319 DCon14 554.22




































Page 45 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m






































Page 46 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m






































Page 47 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m






































Page 48 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m






































Page 49 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m






































Page 50 of 87



V MajorkN

Major Combo

At Major

mm²/mV Minor

kNMinor

ComboAt

Minor mm²/m



























Table 6.6 - Concrete Beam Flexure Envelope


(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²

B15 Story6 BEAM230x300 End-I -0.3685 DCon12 148 2.2188 DCon14 148

B15 Story6 BEAM230x300 Middle 0 DCon14 37 4.2167 DCon14 148

B15 Story6 BEAM230x300 End-J -5.5418 DCon14 148 0.1238 DCon12 148





Page 51 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²










B2 Story5 BEAM230x300 Middle -0.0359 DCon14 148 0.8236 DCon14 148



























Page 52 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 53 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 54 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





















B4 Story4 BEAM230x300 End-I -32.7307 DCon10 347 0 DCon10 174


B4 Story4 BEAM230x300 End-J -35.2678 DCon9 381 0 DCon9 190














Page 55 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 56 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 57 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 58 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 59 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 60 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 61 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 62 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 63 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 64 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 65 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²





































Page 66 of 87



(-) Momen

tkN-m

(-) Combo

As Topmm²

(+) Momen

tkN-m

(+) Combo

As Botmm²




































Table 6.7 - Concrete Beam Shear Envelope

Page 67 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

B15 Story6 BEAM230x300 End-I 14.876

4DCon1

4 254.94 0.4429 DCon2 221.69 0.1036 DCon14 0

B15 Story6 BEAM230x300 Middle 12.437

2DCon1

4 254.94 0.1428 DCon14 0 0.1428 DCon1

4 0

B15 Story6 BEAM230x300 End-J 19.878

1DCon1

4 254.94 0.428 DCon10 221.69 0.428 DCon1

0 0


4DCon1

4 254.94 0.7028 DCon2 221.69 0.0093 DCon14 0


8DCon1

4 254.94 0.0698 DCon14 0 0.0698 DCon1

4 0


7DCon1

4 254.94 0.672 DCon10 221.69 0.672 DCon1

0 0


4DCon1

4 254.94 0.9192 DCon2 252.08 0.1743 DCon14 0


4DCon1

4 254.94 0.2704 DCon14 0 0.2704 DCon1

4 0


2DCon1

4 254.94 0.8589 DCon2 252.26 0.8589 DCon2 0


8DCon1

4 254.94 0.8894 DCon2 241.58 0.1684 DCon14 0

B36 Story6 BEAM230x300 Middle 12.323 DCon1

4 254.94 0.2479 DCon14 0 0.2479 DCon1

4 0


9DCon1

4 254.94 0.8165 DCon2 241.68 0.8165 DCon2 0


4 DCon9 342.55 0.9379 DCon2 386.88 0.0685 DCon14 0


8DCon1

4 254.94 0.2728 DCon14 0 0.2728 DCon1

4 0


6 DCon9 310.94 0.7643 DCon2 336.91 0.7643 DCon2 0


8 DCon9 261.32 0.1558 DCon14 0 0.1558 DCon1

4 0


1DCon1

4 254.94 0.1529 DCon14 0 0.1529 DCon1

4 0

B2 Story5 BEAM230x300 End-J 37.287 DCon9 262.21 0.1529 DCon1

4 0 0.1529 DCon14 0


5 DCon9 301.9 0.7552 DCon2 326.54 0.2481 DCon14 0


3DCon1

4 254.94 0.0254 DCon14 0 0.0254 DCon1

4 0


2 DCon9 334.49 0.92 DCon2 376.67 0.92 DCon2 0


1 DCon7 292.27 1.1922 DCon2 314.43 0.4806 DCon10 0


4 254.94 0.4806 DCon2 221.69 0.33 DCon14 0


5 DCon7 367.7 1.3405 DCon2 413.5 1.3405 DCon2 0


5DCon1

4 254.94 0.5139 DCon10 221.69 0.3857 DCon1

4 0


8DCon1

4 254.94 0.2935 DCon14 0 0.2935 DCon1

4 0


2DCon1

4 254.94 0.7137 DCon2 223.73 0.7137 DCon2 0


6DCon1

4 254.94 0.5345 DCon10 221.69 0.4109 DCon1

4 0


6DCon1

4 254.94 0.2617 DCon14 0 0.2617 DCon1

4 0


9DCon1

4 254.94 0.6582 DCon2 235.12 0.6582 DCon2 0


3 DCon8 306.93 1.3804 DCon2 333.08 0.5016 DCon10 0


9DCon1

4 254.94 0.5016 DCon2 221.69 0.4691 DCon14 0


9 DCon8 378.8 1.5324 DCon2 427.75 1.5324 DCon2 0


3 DCon4 300.81 1.3849 DCon2 336.74 0.2756 DCon8 0


4 254.94 0.6852 DCon2 221.69 0.6852 DCon2 0

B8 Story5 BEAM2 End-J 31.685 DCon4 299.19 0.7993 DCon2 328.72 0.7993 DCon2 0

Page 68 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300


9DCon1

4 254.94 0.6855 DCon10 221.69 0.2766 DCon1

4 0


5DCon1

4 254.94 0.2432 DCon14 0 0.2432 DCon1

4 0


2DCon1

4 254.94 0.5526 DCon10 221.69 0.5526 DCon1

0 0

B10 Story5 BEAM230x300 End-I 32.5211 DCon1

4 254.94 0.3493 DCon14 0 0.3493 DCon1

4 0


9DCon1

4 254.94 0.356 DCon14 0 0.356 DCon1

4 0


9DCon1

4 254.94 0.356 DCon14 0 0.356 DCon1

4 0


1DCon1

4 254.94 0.4364 DCon9 221.69 0.2554 DCon14 0


9DCon1

4 254.94 0.2541 DCon14 0 0.2541 DCon1

4 0


7DCon1

4 254.94 0.541 DCon10 221.69 0.541 DCon1

0 0


2DCon1

4 254.94 1.1385 DCon2 282.12 0.2276 DCon14 0


4DCon1

4 254.94 0.5516 DCon14 0 0.5516 DCon1

4 0

B12 Story5 BEAM230x300 End-J 21.63 DCon1

4 254.94 0.4778 DCon10 221.69 0.4778 DCon1

0 0


6DCon1

4 254.94 0.5829 DCon10 221.69 0.2254 DCon1

4 0


5DCon1

4 254.94 0.4021 DCon14 0 0.4021 DCon1

4 0


8DCon1

4 254.94 0.3148 DCon9 221.69 0.3148 DCon9 0


6 DCon3 410.64 2.1392 DCon2 463.05 0.0755 DCon2 0


7DCon1

4 254.94 0.8067 DCon7 221.69 0.8067 DCon7 0


5 DCon3 305.88 0.7567 DCon2 324.91 0.7567 DCon2 0


6DCon1

0 384.81 1.7348 DCon2 379.01 0.6628 DCon10 0


8DCon1

4 254.94 0.2808 DCon14 0 0.2808 DCon1

4 0


5DCon1

0 406.65 2.0129 DCon2 414.24 2.0129 DCon2 0


6DCon1

4 254.94 0.6051 DCon14 0 0.6051 DCon1

4 0


4 254.94 0.2397 DCon14 0 0.2397 DCon1

4 0


4 254.94 0.2397 DCon14 0 0.2397 DCon1

4 0


1DCon1

4 254.94 1.0054 DCon10 221.69 0.4752 DCon1

4 0


1DCon1

4 254.94 0.5309 DCon14 0 0.5309 DCon1

4 0


7DCon1

4 254.94 0.838 DCon10 221.69 0.838 DCon1

0 0


3DCon1

4 254.94 0.7839 DCon10 221.69 0.3853 DCon1

4 0


2DCon1

4 254.94 0.7837 DCon14 0 0.7837 DCon1

4 0


4 254.94 0.4373 DCon10 221.69 0.4373 DCon1

0 0


1DCon1

4 254.94 0.3169 DCon9 221.69 0.0639 DCon14 0


6DCon1

4 254.94 0.0057 DCon14 0 0.0057 DCon1

4 0


1DCon1

4 254.94 0.2098 DCon9 221.69 0.2098 DCon9 0


7 DCon4 294.59 1.2282 DCon2 323.28 0.2443 DCon8 0


7DCon1

4 254.94 0.7015 DCon2 221.69 0.7015 DCon2 0

Page 69 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


2 DCon4 298.87 0.83 DCon2 334.59 0.83 DCon2 0


6DCon1

4 254.94 0.528 DCon9 221.69 0.293 DCon14 0


9DCon1

4 254.94 0.302 DCon14 0 0.302 DCon1

4 0


3DCon1

4 254.94 0.3983 DCon9 221.69 0.3983 DCon9 0


2 DCon4 396.44 2.0595 DCon2 440.28 0.0337 DCon2 0


9DCon1

4 254.94 0.8535 DCon8 221.69 0.8535 DCon8 0


5 DCon4 323.53 0.8379 DCon2 345.26 0.8379 DCon2 0


1 DCon6 358.22 2.208 DCon2 405.48 0.5212 DCon14 0


4DCon1

4 254.94 0.7725 DCon14 0 0.7725 DCon1

4 0


7DCon1

0 325.44 1.8668 DCon2 352.96 1.8668 DCon2 0


2DCon1

4 254.94 0.9555 DCon2 243.36 0.1732 DCon14 0


9DCon1

4 254.94 0.5695 DCon14 0 0.5695 DCon1

4 0


1DCon1

4 254.94 0.4642 DCon10 221.69 0.4642 DCon1

0 0


7DCon1

4 254.94 0.5182 DCon10 221.69 0.3298 DCon1

4 0


4 254.94 0.3689 DCon14 0 0.3689 DCon1

4 0


4 254.94 0.4683 DCon10 221.69 0.4683 DCon1

0 0


9DCon1

4 254.94 0.3352 DCon14 0 0.3352 DCon1

4 0


9DCon1

4 254.94 0.3313 DCon14 0 0.3313 DCon1

4 0


9DCon1

4 254.94 0.3313 DCon14 0 0.3313 DCon1

4 0


4DCon1

0 266.46 0.8398 DCon14 0 0.8398 DCon1

4 0


3DCon1

4 254.94 0.8581 DCon14 0 0.8581 DCon1

4 0


4DCon1

0 267.51 0.8581 DCon14 0 0.8581 DCon1

4 0


9DCon1

0 316.21 1.7891 DCon2 342.08 0.8529 DCon14 0


1DCon1

4 254.94 0.475 DCon14 0 0.475 DCon1

4 0


9DCon1

0 349.75 2.1672 DCon2 394.8 2.1672 DCon2 0


8DCon1

4 254.94 0.7471 DCon2 231.59 0.0883 DCon14 0


7DCon1

4 254.94 0.4924 DCon14 0 0.4924 DCon1

4 0


8DCon1

4 254.94 0.3412 DCon10 221.69 0.3412 DCon1

0 0


9 DCon3 381.28 1.9766 DCon2 425.49 0.0006 DCon14 0


4DCon1

4 254.94 0.8538 DCon3 221.69 0.8538 DCon3 0


2 DCon3 305.42 0.8018 DCon2 326.38 0.8018 DCon2 0


8DCon1

4 254.94 0.496 DCon10 221.69 0.2832 DCon1

4 0


7DCon1

4 254.94 0.2623 DCon14 0 0.2623 DCon1

4 0


3DCon1

4 254.94 0.5762 DCon10 221.69 0.5762 DCon1

0 0


6DCon1

4 254.94 0.5328 DCon10 221.69 0.3756 DCon1

4 0

B32 Story5 BEAM2 Middle 15.251 DCon1 254.94 0.3558 DCon1 0 0.3558 DCon1 0

Page 70 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 8 4 4 4


4 254.94 1.0334 DCon2 280.25 1.0334 DCon2 0


1 DCon9 381.64 0.8941 DCon2 375.56 0.2294 DCon9 0


2DCon1

4 254.94 0.1321 DCon14 0 0.1321 DCon1

4 0


2 DCon9 403.27 1.0203 DCon2 410.38 1.0203 DCon2 0


6 DCon7 301.32 1.3005 DCon2 319.7 0.5478 DCon10 0


7DCon1

4 254.94 0.5478 DCon2 221.69 0.4174 DCon14 0


8 DCon3 407.31 1.7398 DCon2 460.63 1.7398 DCon2 0


3DCon1

4 254.94 0.0117 DCon14 0 0.0117 DCon1

4 0


3DCon1

4 254.94 0.0117 DCon14 0 0.0117 DCon1

4 0


8DCon1

4 254.94 0.0117 DCon14 0 0.0117 DCon1

4 0


5DCon1

4 254.94 0.0496 DCon14 0 0.0496 DCon1

4 0


5DCon1

4 254.94 0.2039 DCon14 0 0.2039 DCon1

4 0


3DCon1

4 254.94 0.2957 DCon14 0 0.2957 DCon1

4 0


1DCon1

4 254.94 0.2184 DCon14 0 0.2184 DCon1

4 0


4DCon1

4 254.94 0.5716 DCon14 0 0.5716 DCon1

4 0


4DCon1

4 254.94 0.5716 DCon14 0 0.5716 DCon1

4 0


4 254.94 0.284 DCon14 0 0.284 DCon1

4 0


4 254.94 0.3338 DCon14 0 0.3338 DCon1

4 0


3DCon1

4 254.94 0.2088 DCon14 0 0.2088 DCon1

4 0


4 DCon9 658.62 1.312 DCon2 601.88 0.0835 DCon9 0


3DCon1

4 254.94 0.1686 DCon2 221.69 0.1686 DCon2 0


9 DCon9 595.94 0.969 DCon2 524.3 0.969 DCon2 0


7 DCon9 415.67 0.2893 DCon2 266.31 0.2893 DCon2 0


4 DCon5 351.78 0.2893 DCon2 232.54 0.2687 DCon5 0


9 DCon9 416.15 0.2687 DCon2 265.59 0.2687 DCon2 0


4 DCon9 582.37 0.9877 DCon2 509.34 0.1279 DCon9 0


7DCon1

4 254.94 0.1279 DCon2 221.69 0.0817 DCon14 0


2 DCon9 644.73 1.3068 DCon2 587.06 1.3068 DCon2 0


2 DCon7 570.09 2.1788 DCon2 479.1 0.6609 DCon2 0


9 DCon3 348.45 0.6425 DCon2 290.4 0.5188 DCon3 0


3 DCon7 674.72 2.1847 DCon2 627.98 2.1847 DCon2 0


9 DCon8 437.15 0.8988 DCon8 318.44 0.5112 DCon10 0

B5 Story4 BEAM230x300 Middle 33.994 DCon8 257.27 0.5112 DCon1

0 221.69 0.4666 DCon14 0

B5 Story4 BEAM230x300 End-J 46.97 DCon8 486.04 1.094 DCon8 382.77 1.094 DCon8 0


8 DCon7 449.41 0.8636 DCon7 328.85 0.516 DCon7 0

Page 71 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


1 DCon7 266.16 0.516 DCon10 221.69 0.3827 DCon1

4 0


7 DCon7 500.31 0.9361 DCon7 395.51 0.9361 DCon7 0


7 DCon8 592.79 2.3478 DCon2 507.69 0.6691 DCon2 0


6 DCon4 354.23 0.6691 DCon2 293.27 0.756 DCon8 0


7 DCon8 692.27 2.299 DCon2 649.45 2.299 DCon2 0


7 DCon8 579.98 2.4337 DCon2 524.89 0.2301 DCon2 0


6 DCon4 306.93 1.2218 DCon2 245.21 1.2218 DCon2 0


1 DCon8 577.39 1.2088 DCon2 510.26 1.2088 DCon2 0


3DCon1

0 363.78 1.398 DCon10 267.04 0.5655 DCon1

4 0


2DCon1

4 254.94 0.5572 DCon14 0 0.5572 DCon1

4 0


8DCon1

0 346.96 1.1572 DCon10 248.6 1.1572 DCon1

0 0


2 DCon5 270.85 0.8056 DCon14 0 0.8056 DCon1

4 0


6 DCon5 267.68 0.7413 DCon14 0 0.7413 DCon1

4 0


2 DCon5 278.06 0.7413 DCon14 0 0.7413 DCon1

4 0


3 DCon9 351.62 1.0289 DCon9 255.51 0.6078 DCon14 0


8DCon1

4 254.94 0.5466 DCon14 0 0.5466 DCon1

4 0


4 DCon9 370.28 1.1896 DCon9 275.62 1.1896 DCon9 0


1 DCon8 492.26 1.3606 DCon8 386.84 0.1068 DCon10 0


8 DCon8 259.4 0.7955 DCon10 221.69 0.7955 DCon1

0 0


5 DCon8 450.67 0.677 DCon8 334.56 0.677 DCon8 0


7 DCon7 438.75 0.9765 DCon7 327.93 0.2216 DCon10 0


5DCon1

4 254.94 0.65 DCon9 221.69 0.65 DCon9 0


7 DCon7 441.28 0.5124 DCon7 326.91 0.5124 DCon7 0


3 DCon7 669.47 3.0242 DCon2 629.56 0.211 DCon10 0

B14 Story4 BEAM230x300 Middle 36.496 DCon3 350.47 1.3309 DCon2 288.61 1.3309 DCon2 0


7 DCon7 578.05 1.0413 DCon2 498.41 1.0413 DCon2 0


0 585.73 3.013 DCon2 528.67 1.2406 DCon2 0


8DCon1

4 254.94 1.2406 DCon2 221.69 0.9416 DCon14 0


1DCon1

0 638.05 3.5729 DCon2 584.27 3.5729 DCon2 0


2DCon1

0 327.73 1.3649 DCon10 221.69 1.3649 DCon1

0 0


9DCon1

0 314.77 1.3649 DCon10 221.69 1.0708 DCon1

4 0


0 259 1.0708 DCon14 0 1.0708 DCon1

4 0


9DCon1

0 430.93 2.0963 DCon10 343.26 1.0687 DCon1

0 0


2DCon1

4 254.94 0.9202 DCon14 0 0.9202 DCon1

4 0


9DCon1

0 391.14 1.6731 DCon10 301.57 1.6731 DCon1

0 0

B18 Story4 BEAM2 End-I 46.309 DCon8 400.51 1.3566 DCon2 321.11 0.5268 DCon2 0

Page 72 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 1


4 254.94 1.4046 DCon8 221.69 1.4046 DCon8 0


6 DCon8 400.22 0.5798 DCon2 320.64 0.5798 DCon2 0

B19 Story4 BEAM230x300 End-I 43.0911 DCon9 427.33 0.7983 DCon9 340.65 0.1028 DCon9 0


4 254.94 0.2744 DCon14 0 0.2744 DCon1

4 0


5 DCon9 388.37 0.7127 DCon9 299.38 0.7127 DCon9 0



6 DCon4 309.36 0.2889 DCon2 248.85 1.142 DCon2 0


1 DCon8 576.17 1.2246 DCon2 521.22 1.2246 DCon2 0


2 DCon9 387.53 1.218 DCon9 285.21 0.6431 DCon14 0


2DCon1

4 254.94 0.6708 DCon14 0 0.6708 DCon1

4 0


8 DCon9 365.96 0.9676 DCon9 263.79 0.9676 DCon9 0


5 DCon8 711.78 3.3391 DCon2 669.6 0.2512 DCon10 0


3 DCon4 360.87 1.4013 DCon2 293.25 1.4013 DCon2 0



4DCon1

0 684.38 3.8516 DCon2 632.59 1.0879 DCon10 0


7DCon1

4 254.94 1.214 DCon2 221.69 1.214 DCon2 0


3DCon1

0 621.49 3.2409 DCon2 550.68 3.2409 DCon2 0


2 DCon7 515.45 1.5194 DCon7 405.25 0.1665 DCon10 0


3 DCon7 267.17 0.8394 DCon10 221.69 0.8394 DCon1

0 0


4 DCon7 463.1 0.6893 DCon7 337.94 0.6893 DCon7 0

B25 Story4 BEAM230x300 End-I 48.442 DCon7 438.09 0.9314 DCon7 324.09 0.4365 DCon1

0 0


3DCon1

4 254.94 0.546 DCon7 221.69 0.546 DCon7 0


8 DCon7 435.87 0.6768 DCon7 326.23 0.6768 DCon7 0


2 DCon5 278.18 0.7353 DCon14 0 0.7353 DCon1

4 0


5 DCon5 267.81 0.7532 DCon14 0 0.7532 DCon1

4 0


2 DCon5 274.14 0.7532 DCon14 0 0.7532 DCon1

4 0


4DCon1

0 425.68 1.7261 DCon2 280.35 1.7261 DCon2 0


9 DCon6 362.59 1.7261 DCon2 246.58 1.7396 DCon2 0


0 426.26 1.7396 DCon2 279.78 1.7396 DCon2 0


3DCon1

0 604.2 3.1738 DCon2 535.08 1.3458 DCon2 0


4 254.94 1.0107 DCon2 221.69 1.0107 DCon2 0


5DCon1

0 670.05 3.79 DCon2 617.17 3.79 DCon2 0


0 0


6 DCon8 258.36 0.7177 DCon10 221.69 0.7177 DCon1

0 0


Page 73 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


0 0


1 DCon3 354.61 1.4076 DCon2 289.9 1.4076 DCon2 0


8 DCon7 587.95 1.1407 DCon2 498.22 1.1407 DCon2 0


8 DCon9 343.96 1.1017 DCon9 245.13 0.6355 DCon14 0


8DCon1

4 254.94 0.5578 DCon14 0 0.5578 DCon1

4 0


6 DCon9 363.87 1.2486 DCon9 268.74 1.2486 DCon9 0


0 0


6 DCon8 262.24 0.466 DCon10 221.69 0.3782 DCon1

4 0


2 DCon8 489.1 1.185 DCon8 384.87 1.185 DCon8 0


9 DCon9 581.23 1.1324 DCon2 523.33 0.257 DCon2 0


8DCon1

4 254.94 0.257 DCon2 221.69 0.0063 DCon14 0


6 DCon9 633.01 1.337 DCon2 578.25 1.337 DCon2 0


6 DCon7 571.17 2.1874 DCon2 489.21 0.7038 DCon2 0



2 DCon7 665.37 2.1079 DCon2 625.44 2.1079 DCon2 0


2DCon1

4 254.94 0.0309 DCon14 0 0.0309 DCon1

4 0


5DCon1

4 254.94 0.0309 DCon14 0 0.0309 DCon1

4 0


4 254.94 0.0309 DCon14 0 0.0309 DCon1

4 0


6DCon1

4 254.94 0.9075 DCon10 221.69 0.113 DCon1

4 0


1DCon1

4 254.94 0.4706 DCon14 0 0.4706 DCon1

4 0


6DCon1

4 254.94 0.2812 DCon9 221.69 0.2812 DCon9 0


5 DCon9 326.46 0.4122 DCon9 221.69 0.4122 DCon9 0


2 DCon9 313.49 0.4122 DCon9 221.69 0.9642 DCon14 0


4 DCon9 258 0.9642 DCon14 0 0.9642 DCon1

4 0


5 DCon7 262.79 0.6403 DCon10 221.69 0.5542 DCon1

4 0


7DCon1

4 254.94 0.6629 DCon14 0 0.6629 DCon1

4 0


5 DCon7 262.91 0.4585 DCon9 221.69 0.4585 DCon9 0


4 DCon9 698.77 0.6263 DCon9 600.2 0.3933 DCon9 0


4 254.94 0.0845 DCon9 221.69 0.0845 DCon9 0


9 DCon9 642.66 0.3978 DCon9 535.53 0.3978 DCon9 0




1 DCon9 439.65 0.1064 DCon9 285.52 0.1064 DCon9 0


2 DCon9 632.28 0.4573 DCon9 523.51 0.1668 DCon9 0


4 254.94 0.1668 DCon9 221.69 0.1739 DCon14 0


Page 74 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 5


5 DCon7 599.86 2.4427 DCon2 475.31 0.4365 DCon2 0


2 DCon3 382.37 0.4123 DCon2 285.44 0.6773 DCon9 0


5 DCon7 708.58 1.6304 DCon2 615.88 1.6304 DCon2 0


8 DCon8 478.24 1.0182 DCon8 350.06 0.4619 DCon8 0


6 DCon8 302.57 0.4619 DCon10 221.69 0.5767 DCon1

4 0



4 DCon7 489.44 0.9118 DCon7 359.18 0.4296 DCon7 0


5 DCon7 311 0.4296 DCon2 221.69 0.432 DCon14 0



6 DCon8 622.52 2.6166 DCon2 503.95 0.4495 DCon2 0


6 DCon4 388.55 0.4495 DCon2 288.61 0.9812 DCon9 0


1 DCon8 726.81 2.0297 DCon2 637.55 2.0297 DCon2 0


9 DCon8 606.34 2.6856 DCon2 518.4 0.0074 DCon2 0


9 DCon6 342.2 1.4262 DCon2 241.59 1.4262 DCon2 0



1DCon1

0 427.08 2.059 DCon10 317.73 0.8676 DCon1

0 0


7DCon1

4 254.94 0.8611 DCon14 0 0.8611 DCon1

4 0


3DCon1

0 400.04 1.6815 DCon10 289.83 1.6815 DCon1

0 0


8DCon1

0 297.55 1.193 DCon10 221.69 1.193 DCon1

0 0


5 DCon9 290.47 1.1201 DCon9 221.69 1.1201 DCon9 0


8 DCon9 303.44 1.1201 DCon10 221.69 1.1201 DCon1

0 0


4 DCon9 400.34 1.5763 DCon9 294.3 0.9195 DCon10 0


9DCon1

4 254.94 0.8333 DCon14 0 0.8333 DCon1

4 0


9 DCon9 430.27 1.9691 DCon9 321.89 1.9691 DCon9 0


6 DCon8 531.93 1.4121 DCon8 417.92 0.0604 DCon10 0


1 DCon8 298.46 0.8638 DCon9 221.69 0.8638 DCon9 0


6 DCon8 488.32 0.6295 DCon8 364.09 0.6295 DCon8 0


9 DCon7 475.44 1.0656 DCon7 356.31 0.1518 DCon10 0


1 DCon7 283.5 0.7083 DCon9 221.69 0.7083 DCon9 0


4 DCon7 479.63 0.4173 DCon7 357.06 0.4173 DCon7 0


4 DCon7 701.47 3.217 DCon2 625.53 0.3876 DCon10 0


6 DCon3 382.21 1.4526 DCon2 282.83 1.4526 DCon2 0


3 DCon7 603.98 0.7148 DCon2 490.45 0.7148 DCon2 0


0 627.86 3.4437 DCon2 532.03 1.468 DCon10 0


2DCon1

4 254.94 1.468 DCon10 221.69 1.1513 DCon1

4 0

Page 75 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


7DCon1

0 679.93 4.0676 DCon10 586.93 4.0676 DCon1

0 0


7DCon1

0 357.4 1.78 DCon10 221.69 1.78 DCon1

0 0


4DCon1

0 344.43 1.78 DCon10 221.69 1.5386 DCon1

4 0


0 296.79 1.5386 DCon14 0 1.5386 DCon1

4 0


4DCon1

0 488.3 2.7477 DCon10 390 1.3265 DCon1

0 0


8DCon1

4 254.94 1.2108 DCon14 0 1.2108 DCon1

4 0


1DCon1

0 441.76 2.2366 DCon10 343.92 2.2366 DCon1

0 0


2 DCon8 423.21 1.5665 DCon10 325.89 0.313 DCon2 0


3DCon1

0 258.73 1.609 DCon8 221.69 1.609 DCon8 0


5 DCon8 423.08 0.3948 DCon9 325.52 0.3948 DCon9 0


7 DCon9 485.14 1.4992 DCon9 387.65 0.3959 DCon9 0


9DCon1

4 254.94 0.5406 DCon14 0 0.5406 DCon1

4 0


8 DCon9 438.94 1.2558 DCon9 341.92 1.2558 DCon9 0


2 DCon8 598.32 2.4897 DCon2 495.22 0.0471 DCon2 0


9 DCon5 344.34 0.0471 DCon2 245.16 1.3491 DCon2 0


7 DCon8 602.83 0.9184 DCon2 514.8 0.9184 DCon2 0


1 DCon9 449.53 1.8549 DCon9 334.94 0.9354 DCon10 0


5DCon1

4 254.94 0.9628 DCon14 0 0.9628 DCon1

4 0


8 DCon9 419.75 1.4806 DCon9 304.43 1.4806 DCon9 0


4 DCon8 746.56 3.5501 DCon2 657.45 0.488 DCon10 0


8 DCon4 392.48 1.5609 DCon2 288.47 1.5609 DCon2 0


4 DCon4 638.92 0.8638 DCon2 522.73 0.8638 DCon2 0


8DCon1

0 723.27 4.3575 DCon10 621.03 1.3328 DCon1

0 0


4 254.94 1.4399 DCon10 221.69 1.4399 DCon1

0 0


7DCon1

0 664.97 3.7306 DCon10 553.62 3.7306 DCon1

0 0


3 DCon7 560.93 1.6492 DCon7 439.78 0.116 DCon10 0


3 DCon7 310.15 0.9231 DCon10 221.69 0.9231 DCon1

0 0


5 DCon7 502.14 0.6545 DCon7 368.28 0.6545 DCon7 0


3 DCon7 476.84 1.0385 DCon7 354.45 0.3878 DCon7 0


4 DCon7 285.31 0.6326 DCon9 221.69 0.6326 DCon9 0


3 DCon7 472.82 0.6241 DCon7 354.64 0.6241 DCon7 0


1 DCon9 306.12 1.1049 DCon9 221.69 1.1049 DCon9 0


8 DCon9 293.15 1.1049 DCon9 221.69 1.1142 DCon14 0


4 DCon9 301.53 1.1142 DCon10 221.69 1.1142 DCon1

0 0


8DCon1

0 451.06 2.0391 DCon10 293.39 2.0391 DCon1

0 0

B27 Story3 BEAM2 Middle 37.3111 DCon6 383.06 2.0611 DCon6 261.2 2.0612 DCon6 0

Page 76 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300


6DCon1

0 450.02 2.0612 DCon10 293.56 2.0612 DCon1

0 0


5DCon1

0 652.59 3.6598 DCon10 541.09 1.6109 DCon1

0 0


8DCon1

4 254.94 1.2029 DCon10 221.69 1.2029 DCon1

0 0


3DCon1

0 711.73 4.2907 DCon10 609.23 4.2907 DCon1

0 0


9 DCon8 545.44 1.5328 DCon8 428.15 0.0836 DCon10 0


4 DCon8 301.76 0.7735 DCon9 221.69 0.7735 DCon9 0


8 DCon8 490.57 0.3965 DCon8 358.74 0.3965 DCon8 0


4 0


2 DCon3 386.42 1.5706 DCon2 284.83 1.5706 DCon2 0



3 DCon9 396.71 1.6137 DCon9 287.7 0.9283 DCon10 0


1DCon1

4 254.94 0.8269 DCon14 0 0.8269 DCon1

4 0


3 DCon9 429.02 1.9869 DCon9 319.97 1.9869 DCon9 0


4 DCon8 485.63 0.9144 DCon8 361.58 0.3852 DCon8 0

B32 Story3 BEAM230x300 Middle 36.397 DCon8 301.88 0.3852 DCon1

0 221.69 0.4581 DCon14 0


1 DCon8 529 1.1737 DCon8 415.95 1.1737 DCon8 0


7 DCon9 622.91 0.7373 DCon2 526.5 0.0419 DCon9 0


1DCon1

4 254.94 0.0419 DCon9 221.69 0.2215 DCon14 0


6 DCon9 675.06 0.845 DCon9 582.64 0.845 DCon9 0


6 DCon7 597.46 2.4292 DCon2 481.46 0.524 DCon2 0


9 DCon3 384.79 0.524 DCon2 286.08 0.7309 DCon9 0


7 DCon7 697.3 1.8978 DCon2 621.38 1.8978 DCon2 0


3DCon1

4 254.94 0.0434 DCon14 0 0.0434 DCon1

4 0


5DCon1

4 254.94 0.0434 DCon14 0 0.0434 DCon1

4 0


9DCon1

4 254.94 0.0434 DCon14 0 0.0434 DCon1

4 0


4DCon1

4 254.94 1.0554 DCon10 221.69 0.2392 DCon1

4 0


9DCon1

4 254.94 0.6088 DCon14 0 0.6088 DCon1

4 0


7DCon1

4 254.94 0.1469 DCon9 221.69 0.1469 DCon9 0


3 DCon9 356.26 0.8255 DCon9 221.69 0.8255 DCon9 0

B37 Story3 BEAM230x300 Middle 38.219 DCon9 343.29 0.8255 DCon9 221.69 1.4357 DCon1

4 0


4 DCon9 295.99 1.4357 DCon14 0 1.4357 DCon1

4 0


9 DCon7 310.24 0.6922 DCon7 236.02 0.5372 DCon14 0


8DCon1

4 254.94 0.6932 DCon14 0 0.6932 DCon1

4 0


8 DCon7 310.45 0.4307 DCon7 235.86 0.4307 DCon7 0


7 DCon9 719.84 0.3146 DCon9 619.73 0.5278 DCon9 0

Page 77 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


3DCon1

4 254.94 0.2192 DCon9 221.69 0.2192 DCon9 0


2 DCon9 662.72 0.1193 DCon9 555.12 0.1193 DCon9 0


4 DCon9 456.87 0.2677 DCon9 297.08 0.2677 DCon9 0


6 DCon5 390.61 0.3022 DCon9 263.39 0.3022 DCon9 0


8 DCon9 455.5 0.3022 DCon9 297.15 0.3022 DCon9 0


6 DCon9 649.24 0.1984 DCon9 542.6 0.3196 DCon9 0


4 254.94 0.2847 DCon9 221.69 0.2847 DCon9 0


2 DCon9 707.22 0.3455 DCon9 608.14 0.3455 DCon9 0



7 DCon5 401.67 0.3113 DCon2 285.2 0.7615 DCon9 0


2 DCon7 731.82 1.4747 DCon2 611.07 1.4747 DCon2 0


6 DCon8 501.79 1.0925 DCon8 366.34 0.447 DCon8 0


5 DCon8 327.2 0.447 DCon8 222.47 0.6409 DCon14 0


3 DCon8 561.49 1.0895 DCon8 436.47 1.0895 DCon8 0



4 DCon7 336 0.3955 DCon7 229.75 0.4675 DCon7 0


7 DCon7 576.51 0.726 DCon7 447.4 0.726 DCon7 0


5 DCon8 644.68 2.764 DCon2 503.95 0.3507 DCon2 0


8 DCon5 406.67 0.3507 DCon2 288.03 1.0954 DCon9 0


3 DCon8 751.06 1.9108 DCon2 632.29 1.9108 DCon2 0


8 DCon8 623.12 2.82 DCon2 515.72 0.1047 DCon2 0


2 DCon6 362.07 1.5409 DCon2 241.56 1.5409 DCon2 0


2 DCon8 623.06 0.8216 DCon2 502.2 0.8216 DCon2 0


8DCon1

0 459.1 2.3947 DCon10 343.64 1.019 DCon1

0 0


7DCon1

4 254.94 1.0188 DCon14 0 1.0188 DCon1

4 0


4DCon1

0 428.77 1.9557 DCon10 311.59 1.9557 DCon1

0 0


8DCon1

0 313.45 1.3935 DCon10 221.69 1.3935 DCon1

0 0


7 DCon9 304.57 1.3123 DCon10 221.69 1.3123 DCon1

0 0


1 DCon9 317.53 1.3123 DCon10 221.69 1.3123 DCon1

0 0


0 0


2DCon1

4 254.94 0.9759 DCon14 0 0.9759 DCon1

4 0


4 DCon9 459.65 2.306 DCon9 345.01 2.306 DCon9 0


5 DCon8 551.98 1.4319 DCon8 431.53 0.0322 DCon10 0


2 DCon8 320.5 0.9098 DCon9 221.69 0.9098 DCon9 0


5 DCon8 512.72 0.6182 DCon8 379.58 0.6182 DCon8 0

B13 Story2 BEAM2 End-I 50.628 DCon7 493.59 1.1176 DCon7 369.51 0.1207 DCon1 0

Page 78 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 0


6 DCon7 305.56 0.7489 DCon9 221.69 0.7489 DCon9 0


2 DCon7 501.13 0.3843 DCon7 372.84 0.3843 DCon7 0


9 DCon7 716.58 3.3008 DCon2 619.97 0.539 DCon14 0


5 DCon3 398.63 1.5316 DCon2 283.06 1.5316 DCon2 0


3 DCon7 622.83 0.5683 DCon2 489.1 0.5683 DCon2 0


9DCon1

0 649.25 3.6399 DCon10 539 1.5677 DCon1

0 0


8DCon1

4 254.94 1.5677 DCon10 221.69 1.2631 DCon1

4 0


9DCon1

0 702.78 4.3086 DCon10 604.88 4.3086 DCon1

0 0


5DCon1

0 370.87 1.9801 DCon10 232.62 1.9801 DCon1

0 0


1DCon1

0 357.9 1.9801 DCon10 226.87 1.7795 DCon1

0 0


5DCon1

0 316.27 1.7795 DCon10 221.69 1.7795 DCon1

0 0


0 518.45 3.0828 DCon10 414.39 1.4618 DCon1

0 0


1DCon1

4 254.94 1.3512 DCon14 0 1.3512 DCon1

4 0


5DCon1

0 467.89 2.5134 DCon10 364.04 2.5134 DCon1

0 0


8 DCon8 436.51 1.665 DCon10 338.39 0.2078 DCon2 0


6DCon1

0 282.22 1.7145 DCon9 221.69 1.7145 DCon9 0


3 DCon8 436.51 0.3033 DCon9 338.15 0.3033 DCon9 0


6 DCon9 515.57 1.8452 DCon9 412.34 0.5375 DCon9 0


8DCon1

4 254.94 0.6841 DCon14 0 0.6841 DCon1

4 0


4 DCon9 465.31 1.543 DCon9 362.29 1.543 DCon9 0


4 DCon8 615.82 2.6155 DCon2 492.86 0.06 DCon2 0


9 DCon5 364.31 0.06 DCon2 245.19 1.4517 DCon2 0


3 DCon8 619.55 0.7725 DCon2 512.17 0.7725 DCon2 0


1 DCon9 481.43 2.1641 DCon9 360.62 1.0785 DCon10 0


2DCon1

4 254.94 1.106 DCon14 0 1.106 DCon1

4 0


6 DCon9 448.36 1.7326 DCon9 325.97 1.7326 DCon9 0


4 0


4 DCon6 405.09 1.6457 DCon2 287.88 1.6457 DCon2 0


7 DCon8 660.26 0.7222 DCon2 522.68 0.7222 DCon2 0


1DCon1

0 744.05 4.621 DCon10 640.11 1.4639 DCon1

0 0


4 254.94 1.5439 DCon10 221.69 1.5439 DCon1

0 0


8DCon1

0 684.76 3.9765 DCon10 572.83 3.9765 DCon1

0 0


2 DCon7 592.37 1.7358 DCon7 457.63 0.1023 DCon10 0



3 DCon7 529.28 0.6537 DCon7 384.26 0.6537 DCon7 0

Page 79 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


8 DCon7 498.38 1.1055 DCon7 370.33 0.371 DCon7 0


8 DCon7 307.47 0.6809 DCon9 221.69 0.6809 DCon9 0


2 DCon7 491.08 0.6012 DCon7 367.87 0.6012 DCon7 0

B26 Story2 BEAM230x300 End-I 40.41 DCon9 321.73 1.2881 DCon1

0 221.69 1.2881 DCon10 0


6 DCon9 308.76 1.2933 DCon10 221.69 1.2933 DCon1

0 0


7 DCon9 316.53 1.2933 DCon10 221.69 1.2933 DCon1

0 0


2DCon1

0 467 2.1822 DCon10 304.5 2.1822 DCon1

0 0


2 DCon6 403.76 2.2075 DCon10 270.94 2.2075 DCon1

0 0


0 465.71 2.2075 DCon10 304.7 2.2075 DCon1

0 0


7DCon1

0 669.48 3.9002 DCon10 559.79 1.7332 DCon1

0 0


7DCon1

0 256.83 1.3088 DCon10 221.69 1.3088 DCon1

0 0


4DCon1

0 729.63 4.5499 DCon10 628.04 4.5499 DCon1

0 0


8 DCon8 577.07 1.6085 DCon8 446.3 0.1247 DCon10 0


5 DCon8 326.13 0.8091 DCon8 222.53 0.8091 DCon8 0


5 DCon8 516.13 0.3638 DCon8 375.05 0.3638 DCon8 0


8 DCon7 748.73 3.5425 DCon2 630.54 0.6661 DCon14 0


9 DCon6 400.1 1.6592 DCon2 284.57 1.6592 DCon2 0


4 DCon7 635.66 0.773 DCon2 494.13 0.773 DCon2 0


8 DCon9 426.14 1.8814 DCon9 309.88 1.0759 DCon10 0


2DCon1

4 254.94 0.96 DCon14 0 0.96 DCon1

4 0


4 DCon9 461.24 2.3004 DCon9 345.67 2.3004 DCon9 0


2 DCon8 510.01 0.9555 DCon8 377.14 0.3598 DCon8 0


1 DCon8 324.11 0.3598 DCon8 222.02 0.4923 DCon8 0


4 DCon8 548.84 1.1656 DCon8 429.54 1.1656 DCon8 0


1 DCon9 645.08 0.5173 DCon9 535.22 0.0825 DCon9 0


5DCon1

4 254.94 0.0825 DCon9 221.69 0.3242 DCon14 0


1 DCon9 698.31 0.5906 DCon9 600.74 0.5906 DCon9 0


1 DCon7 615.99 2.5632 DCon2 480.02 0.4483 DCon2 0


1 DCon3 402.3 0.4483 DCon2 286.33 0.8107 DCon9 0


8 DCon7 712.59 1.7782 DCon2 615.78 1.7782 DCon2 0


9DCon1

4 254.94 0.0499 DCon14 0 0.0499 DCon1

4 0


7DCon1

4 254.94 0.0499 DCon14 0 0.0499 DCon1

4 0


2DCon1

4 254.94 0.0499 DCon14 0 0.0499 DCon1

4 0


8DCon1

4 254.94 1.1295 DCon3 221.75 0.3019 DCon14 0


2DCon1

4 254.94 0.6781 DCon14 0 0.6781 DCon1

4 0


Page 80 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 2 4


9 DCon9 369.91 1.0427 DCon9 231.92 1.0427 DCon9 0


5 DCon9 356.94 1.0427 DCon9 226.17 1.6804 DCon10 0


3 DCon9 315.7 1.6804 DCon10 221.69 1.6804 DCon1

0 0


5 DCon7 326.43 0.7238 DCon7 248.31 0.5327 DCon14 0


1DCon1

4 254.94 0.7115 DCon14 0 0.7115 DCon1

4 0


4 DCon7 326.47 0.4214 DCon7 248.24 0.4214 DCon7 0


9 DCon9 680.59 0.2881 DCon9 586.97 0.5041 DCon9 0


9DCon1

4 254.94 0.2418 DCon9 221.69 0.2418 DCon9 0


7 DCon9 625.37 0.1052 DCon9 525.12 0.1052 DCon9 0


5 DCon9 432.61 0.2673 DCon9 278.32 0.2673 DCon9 0


5 DCon5 359.64 0.2942 DCon9 244.92 0.2942 DCon9 0


6 DCon9 431.18 0.2942 DCon9 278.69 0.2942 DCon9 0


9 DCon9 610.12 0.1694 DCon9 512.51 0.3263 DCon9 0


3DCon1

4 254.94 0.3263 DCon9 221.69 0.2881 DCon14 0


2 DCon9 666.45 0.31 DCon9 575.5 0.31 DCon9 0



1 DCon5 381.55 0.2706 DCon2 273.23 0.734 DCon9 0


3 DCon7 681.09 1.4256 DCon2 588 1.4256 DCon2 0


B5 Story1 BEAM230x300 Middle 37.7311 DCon8 311.26 0.4186 DCon2 221.69 0.6181 DCon1

4 0


3 DCon8 529.92 1.0532 DCon8 409.97 1.0532 DCon8 0


7 DCon7 494.93 0.9213 DCon7 359.54 0.3776 DCon7 0


1 DCon7 321.51 0.3776 DCon2 221.69 0.4716 DCon14 0


1 DCon7 542.6 0.7423 DCon7 420.96 0.7423 DCon7 0



6 DCon5 387.16 0.3041 DCon2 275.41 1.034 DCon8 0


9 DCon8 700.82 1.8181 DCon2 608.44 1.8181 DCon2 0

B8 Story1 BEAM230x300 End-I 53.1143 DCon8 591.33 2.6469 DCon2 500 0.0655 DCon2 0

B8 Story1 BEAM230x300 Middle 38.35 DCon6 342 1.4119 DCon2 233.61 1.4119 DCon2 0


2 DCon8 590.4 0.8181 DCon2 488.86 0.8181 DCon2 0


3DCon1

0 434.17 2.2103 DCon10 330.52 0.9376 DCon1

0 0


4DCon1

4 254.94 0.931 DCon14 0 0.931 DCon1

4 0


7DCon1

0 410.13 1.7961 DCon10 302.32 1.7961 DCon1

0 0


4DCon1

0 306.59 1.2736 DCon10 221.69 1.2736 DCon1

0 0


0 293.62 1.2087 DCon10 221.69 1.2087 DCon1

0 0

Page 81 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


6 DCon9 306.41 1.2087 DCon10 221.69 1.2087 DCon1

0 0


1 DCon9 403.3 1.6912 DCon9 300.08 0.9809 DCon10 0


6DCon1

4 254.94 0.9087 DCon14 0 0.9087 DCon1

4 0


2 DCon9 429.04 2.1181 DCon9 326.76 2.1181 DCon9 0


5 DCon8 532.67 1.4126 DCon8 413.31 0.0631 DCon10 0


8 DCon8 305.65 0.8549 DCon10 221.69 0.8549 DCon1

0 0


8 DCon8 490.3 0.6172 DCon8 363.19 0.6172 DCon8 0


3 DCon7 472.16 1.0549 DCon7 347.98 0.1381 DCon10 0


7 DCon7 286.93 0.6975 DCon9 221.69 0.6975 DCon9 0


3 DCon7 478.57 0.3976 DCon7 354.5 0.3976 DCon7 0


4 DCon7 676.67 3.1119 DCon2 598.58 0.4311 DCon10 0



8 DCon7 590.78 0.5777 DCon2 476.56 0.5777 DCon2 0


3DCon1

0 611.62 3.3899 DCon2 517.19 1.4264 DCon10 0


2DCon1

4 254.94 1.4264 DCon10 221.69 1.1601 DCon1

4 0


6DCon1

0 661.73 3.9993 DCon10 572.95 3.9993 DCon1

0 0


6DCon1

0 359.58 1.812 DCon10 221.69 1.812 DCon1

0 0


2DCon1

0 346.61 1.812 DCon10 221.69 1.5424 DCon1

4 0


3 DCon9 297.75 1.5424 DCon9 221.69 1.5424 DCon9 0


2DCon1

0 481.08 2.8102 DCon10 390.77 1.351 DCon1

0 0


9DCon1

4 254.94 1.2093 DCon14 0 1.2093 DCon1

4 0


4DCon1

0 433.46 2.2521 DCon10 341.76 2.2521 DCon1

0 0


7 DCon8 418.21 1.5904 DCon10 329.02 0.2402 DCon2 0


2DCon1

0 262.89 1.6098 DCon8 221.69 1.6098 DCon8 0


9 DCon8 418.35 0.3526 DCon9 328.93 0.3526 DCon9 0


6 DCon9 478.07 1.6658 DCon9 388.7 0.4667 DCon9 0


5DCon1

4 254.94 0.6241 DCon14 0 0.6241 DCon1

4 0


4 DCon9 430.75 1.4088 DCon9 340 1.4088 DCon9 0


4 DCon8 584.21 2.4527 DCon2 480.2 0.0338 DCon2 0


1 DCon5 344.56 0.0338 DCon2 237.02 1.3467 DCon10 0


4 DCon8 588.14 0.792 DCon2 496.39 0.792 DCon2 0


2 DCon9 455.11 1.9472 DCon9 346.45 0.98 DCon10 0


4 254.94 0.9902 DCon14 0 0.9902 DCon1

4 0


6 DCon9 428.42 1.5416 DCon9 315.7 1.5416 DCon9 0


8 DCon8 719.62 3.4491 DCon2 628.38 0.5254 DCon10 0

B22 Story1 BEAM2 Middle 40.723 DCon6 389.58 1.5057 DCon2 275.31 1.5057 DCon2 0

Page 82 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²

30x300 9


8 DCon8 631.85 0.7443 DCon2 511.86 0.7443 DCon2 0


9DCon1

0 705.01 4.3223 DCon10 607.57 1.3561 DCon1

0 0


2DCon1

4 254.94 1.3946 DCon10 221.69 1.3946 DCon1

0 0


3DCon1

0 647.38 3.6858 DCon10 542.86 3.6858 DCon1

0 0


6 DCon7 557.31 1.6608 DCon7 431.08 0.126 DCon10 0


7 DCon7 319.9 0.9115 DCon10 221.69 0.9115 DCon1

0 0


8 DCon7 509.19 0.6504 DCon7 368.29 0.6504 DCon7 0


0 0



9 DCon7 469.87 0.5798 DCon7 346.24 0.5798 DCon7 0


4 DCon9 314.27 1.1627 DCon10 221.69 1.1627 DCon1

0 0


1 DCon9 301.3 1.157 DCon9 221.69 1.157 DCon9 0


5 DCon9 309.92 1.157 DCon10 221.69 1.157 DCon1

0 0


0 442.61 2.0138 DCon10 286.25 2.0138 DCon1

0 0


5 DCon6 371.87 2.0412 DCon10 253 2.0412 DCon1

0 0


4DCon1

0 441.4 2.0412 DCon10 286.76 2.0412 DCon1

0 0


1DCon1

0 631.69 3.6093 DCon10 529.77 1.5634 DCon1

0 0


9DCon1

4 254.94 1.5634 DCon10 221.69 1.2262 DCon1

4 0


3DCon1

0 690.23 4.252 DCon10 595.67 4.252 DCon1

0 0


2 DCon8 544.33 1.5311 DCon8 419.72 0.0784 DCon10 0


9 DCon8 312.03 0.7598 DCon10 221.69 0.7598 DCon1

0 0


2 DCon8 495.57 0.3814 DCon8 358.56 0.3814 DCon8 0


9 DCon7 700.05 3.34 DCon2 607.36 0.5874 DCon14 0


9 DCon6 384.12 1.5159 DCon2 272.65 1.5159 DCon2 0


4 DCon7 607.82 0.7688 DCon2 484.54 0.7688 DCon2 0


8 DCon9 405.08 1.6973 DCon9 298.76 0.9717 DCon10 0


9DCon1

4 254.94 0.8751 DCon14 0 0.8751 DCon1

4 0




8 DCon8 308.24 0.3698 DCon2 221.69 0.482 DCon14 0


1 DCon8 529.82 1.1881 DCon8 411.01 1.1881 DCon8 0


4 DCon9 606.06 0.5791 DCon9 511.01 0.0573 DCon9 0


3DCon1

4 254.94 0.0573 DCon9 221.69 0.2995 DCon14 0


6 DCon9 656.37 0.6081 DCon9 568.27 0.6081 DCon9 0


9 DCon7 584.69 2.3946 DCon2 468.1 0.4074 DCon2 0

Page 83 of 87


Label Story Section

Location

VkN

V Comb

o

Atmm²/

m

T for At

kN-m

T Combo At

At Torsio

nmm²/

m

T for As

kN-m

T Combo As

As Torsio

nmm²


4 DCon5 378.04 0.4074 DCon2 274.13 0.7567 DCon9 0


3 DCon7 672.84 1.7276 DCon2 594.05 1.7276 DCon2 0


5DCon1

4 254.94 0.0461 DCon14 0 0.0461 DCon1

4 0


4 254.94 0.0461 DCon14 0 0.0461 DCon1

4 0


4DCon1

4 254.94 0.0461 DCon14 0 0.0461 DCon1

4 0


4 254.94 1.1159 DCon10 221.69 0.2433 DCon1

4 0


8DCon1

4 254.94 0.6481 DCon14 0 0.6481 DCon1

4 0


4 254.94 0.1667 DCon9 221.69 0.1667 DCon9 0


4 DCon9 358.42 0.905 DCon9 221.69 0.905 DCon9 0


1 DCon9 345.45 0.905 DCon9 221.69 1.6075 DCon14 0


7DCon1

0 298.08 1.6075 DCon10 221.69 1.6075 DCon1

0 0


6 DCon7 310.94 0.706 DCon7 233.9 0.5265 DCon14 0


9DCon1

4 254.94 0.6879 DCon14 0 0.6879 DCon1

4 0


Table 6.8 - Concrete Joint Envelope

Label Story SectionB/C

Major Combo

B/C Major Ratio

B/C Minor

Combo

B/C Minor Ratio

JS Major

Combo

JS Major Ratio

JS Minor

Combo

JS Minor Ratio

C11 Story6 COL400x400 DCon11 0.478 DCon11 0.761 DCon3 0.113 DCon3 0.144


















C15 Story5 COL400x DCon11 0.834 DCon11 1.063 DCon3 0.225 DCon3 0.227

Page 84 of 87



Major Combo

B/C Major Ratio

B/C Minor

Combo

B/C Minor Ratio

JS Major

Combo

JS Major Ratio

JS Minor

Combo

JS Minor Ratio

400






































Page 85 of 87



Major Combo

B/C Major Ratio

B/C Minor

Combo

B/C Minor Ratio

JS Major

Combo

JS Major Ratio

JS Minor

Combo

JS Minor Ratio

400






































Page 86 of 87



Major Combo

B/C Major Ratio

B/C Minor

Combo

B/C Minor Ratio

JS Major

Combo

JS Major Ratio

JS Minor

Combo

JS Minor Ratio

400
































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Structural Report